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

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Structure Number: 1798,  Location: 6.48 ROCKBR CL-1.18 RT 11 (Lat: 38.014461,  Lng: -79.158311),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 21,399 (year 2014),  Truck Traffic: 27%,  Average Future Daily Traffic: 27,690 (year 2035),  Design Load: HS 20,  Features Intersected: CHRISTIANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 342.411,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018

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Structure Number: 6417,  Location: 02.23FR613/00.96TO241 (Lat: 38.802450,  Lng: -77.095600),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 153,183 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 91,765 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB.OF CAMERON RUN,  Facility Carried by Structure: CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.156,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2010)

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Structure Number: 6418,  Location: 02.10FR613/01.09TO241 (Lat: 38.802725,  Lng: -77.098078),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 155,059 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 86,418 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB.OF CAMERON RUN,  Facility Carried by Structure: CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 279.178,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017

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Structure Number: 6444,  Location: 0.20FR1 1.20TO241 (Lat: 38.795222,  Lng: -77.060772),  Route carried "on" structure: Interstate 95,  Year Built: 1961,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 142,408 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,134 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH OF CAMERON RUN,  Facility Carried by Structure: CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 284.954,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 427.0m (1,400.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 101.80m (333.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $150,000 ( Estimate for 2010)

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Structure Number: 1301,  Location: .25 From 642 &2.25 To 643 (Lat: 38.187944,  Lng: -78.125114),  Route carried "on" structure: County highway 639,  Year Built: 1967,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 791 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,401 (year 2035),  Design Load: HS 20,  Features Intersected: Stream,  Facility Carried by Structure: Madison Run Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.778,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1304,  Location: 1.22 From 640 &.10 To 611 (Lat: 38.343444,  Lng: -77.860333),  Route carried "on" structure: County highway 692,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 399 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 600 (year 2035),  Design Load: HS 20,  Features Intersected: Walnut Run,  Facility Carried by Structure: Burr Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.444,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 2016

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Structure Number: 1342,  Location: 0.60-Rt.721/0.70-Rt.719 (Lat: 36.679150,  Lng: -79.373239),  Route carried "on" structure: Business US 29,  Year Built: 1940,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 10,710 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,835 (year 2035),  Design Load: H 20,  Features Intersected: NS Railway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.871,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 49.10m (161.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $591,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $887,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17993,  Location: 0.7M RTE747-0.9M RTE693 (Lat: 38.204981,  Lng: -77.633442),  Route carried "on" structure: County highway 608,  Year Built: 1967,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 2,148 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,632 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROBERTSON RUN,  Facility Carried by Structure: ROBERT E. LEE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.501,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19582,  Location: 4.61T0 81; 3.68 TO CAR CL (Lat: 36.897331,  Lng: -80.875658),  Route carried "on" structure: Interstate 77,  Year Built: 1978,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 19,122 (year 2014),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,262 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RTE 619
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.811,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 40.50m (132.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $156,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19888,  Location: 0.32FR BEAU/0.44TO JOR ST (Lat: 38.829339,  Lng: -77.113367),  Route carried "on" structure: Ramp State highway 420,  Year Built: 1970,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 117,700 (year 1989),  Truck Traffic: 2%,  Design Load: HS 20+Mod,  Features Intersected: VAN DORN STREET,  Facility Carried by Structure: RAMP B SEMINARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 25.30m (83.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $32,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19888,  Location: 0.32FR BEAU/0.44TO JOR ST (Lat: 38.829339,  Lng: -77.113367),  Route carried "under" structure: Ramp State highway 401,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 26,772 (year 2008),  Truck Traffic: 1%,  Features Intersected: VAN DORN STREET,  Facility Carried by Structure: RAMP B SEMINARY RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 4.119,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 1989,  Location: 0.40FRBEAU/0.45TO JOR ST (Lat: 38.829522,  Lng: -77.112306),  Route carried "on" structure: Ramp State highway 420,  Year Built: 1970,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 10,500 (year 1987),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,000 (year 2034),  Design Load: HS 20,  Features Intersected: VAN DORN STREET,  Facility Carried by Structure: RAMP 'A'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.20m (49.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $210,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1989,  Location: 0.40FRBEAU/0.45TO JOR ST (Lat: 38.829522,  Lng: -77.112306),  Route carried "under" structure: Ramp State highway 401,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 26,772 (year 2008),  Truck Traffic: 1%,  Features Intersected: VAN DORN STREET,  Facility Carried by Structure: RAMP 'A'
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 4.167,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 19892,  Location: 0.40FR BEAU/0.44TO JOR ST (Lat: 38.829592,  Lng: -77.112186),  Route carried "on" structure: Ramp State highway 420,  Year Built: 1970,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 12,500 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 50,000 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: VAN DORN STREET,  Facility Carried by Structure: SPUR 'E' OF RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 5.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.20m (49.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $205,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 19892,  Location: 0.40FR BEAU/0.44TO JOR ST (Lat: 38.829592,  Lng: -77.112186),  Route carried "under" structure: Ramp State highway 401,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 26,772 (year 2008),  Truck Traffic: 1%,  Features Intersected: VAN DORN STREET,  Facility Carried by Structure: SPUR 'E' OF RAMP A
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 4.183,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 19894,  Location: 00.80FR120/00.95TO7 (Lat: 38.841331,  Lng: -77.083706),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1973,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 10,979 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,378 (year 2035),  Design Load: HS 20,  Features Intersected: I395,  Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 3,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.5m (4.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 3.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 3.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 92.70m (304.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $2,560,000,  Roadway Improvement Cost: $256,000,  Total Project Cost: $3,000,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 19894,  Location: 00.80FR120/00.95TO7 (Lat: 38.841331,  Lng: -77.083706),  Route carried "under" structure: Ramp Interstate 395,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 176,050 (year 1994),  Features Intersected: I395,  Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.432,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 19894,  Location: 00.80FR120/00.95TO7 (Lat: 38.841331,  Lng: -77.083706),  Route carried "under" structure: Interstate 395,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 176,050 (year 1994),  Features Intersected: I395,  Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 19894,  Location: 00.80FR120/00.95TO7 (Lat: 38.841331,  Lng: -77.083706),  Route carried "under" structure: Alternate Interstate 395,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 176,050 (year 1994),  Features Intersected: I395,  Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 19894,  Location: 00.80FR120/00.95TO7 (Lat: 38.841331,  Lng: -77.083706),  Route carried "under" structure: Interstate 395,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 176,050 (year 1994),  Features Intersected: I395,  Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 19896,  Location: 00.34FR120/00.22TOACL (Lat: 38.842500,  Lng: -77.082931),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1972,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 22,500 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,000 (year 2033),  Design Load: HS 20,  Features Intersected: SHIRLINGTON CIRCLE,  Facility Carried by Structure: BUS RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 0.7m (2.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 91.70m (300.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $200,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19897,  Location: 01.72FR236/00.82TOARL. CL (Lat: 38.830417,  Lng: -77.111931),  Route carried "on" structure: Ramp Interstate 395,  Year Built: 1970,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 2,182 (year 2014),  Average Future Daily Traffic: 2,869 (year 2035),  Design Load: HS 20,  Features Intersected: MEDIAN NEXT TO 395,  Facility Carried by Structure: BUS RMP FR. REV. L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.112,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 0.7m (2.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 56.40m (185.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $200,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 199,  Location: ENT. TO CAMERON STATION (Lat: 38.811333,  Lng: -77.113847),  Route carried "under" structure: State highway 236,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 30,120 (year 1994),  Features Intersected: DUKE STREET RTE 236,  Facility Carried by Structure: "C" STREET
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 19902,  Location: 01.20FR7/00.03TO401 (Lat: 38.830433,  Lng: -77.113817),  Route carried "on" structure: City street 420,  Year Built: 1970,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 15.85m (52.00ft),  Average Daily Traffic: 15,085 (year 2014),  Average Future Daily Traffic: 17,293 (year 2035),  Design Load: HS 20,  Features Intersected: I-395,  Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 62.6 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 minimum criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  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

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Structure Number: 19902,  Location: 01.20FR7/00.03TO401 (Lat: 38.830433,  Lng: -77.113817),  Route carried "under" structure: State highway 420,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 165,176 (year 2008),  Features Intersected: I-395,  Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 7.321,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 19902,  Location: 01.20FR7/00.03TO401 (Lat: 38.830433,  Lng: -77.113817),  Route carried "under" structure: State highway 420,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 171,589 (year 2000),  Truck Traffic: 1%,  Features Intersected: I-395,  Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 19902,  Location: 01.20FR7/00.03TO401 (Lat: 38.830433,  Lng: -77.113817),  Route carried "under" structure: Ramp State highway 420,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 80,000 (year 2003),  Features Intersected: I-395,  Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 13.41m (44.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 19904,  Location: 00.45 I-495 / 00.85 236 (Lat: 38.803103,  Lng: -77.133778),  Route carried "on" structure: City street 401,  Year Built: 1932,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 48,291 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 66,390 (year 2035),  Design Load: HS 20,  Features Intersected: BACKLICK CREEK,  Facility Carried by Structure: VAN DORN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 268.0m (879.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2017)

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Structure Number: 19905,  Location: 0057236 0020TAMEY AV (Lat: 38.819844,  Lng: -77.127911),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 22,703 (year 2014),  Average Future Daily Traffic: 30,141 (year 2035),  Design Load: HS 20,  Features Intersected: HOLMES RUN,  Facility Carried by Structure: VAN DORN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016)

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Structure Number: 19906,  Location: 0.9FRDuke/1.0TOSeminary (Lat: 38.825186,  Lng: -77.131800),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 17,592 (year 2014),  Average Future Daily Traffic: 19,439 (year 2035),  Design Load: HS 20,  Features Intersected: HOLMES RUN,  Facility Carried by Structure: BEAUREGARD ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016)

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Structure Number: 19907,  Location: 00.00FR00000/00.00TO00000 (Lat: 38.814233,  Lng: -77.131931),  Route carried "on" structure: Ramp City street ,  Year Built: 1969,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 3,605 (year 1989),  Average Future Daily Traffic: 7,500 (year 2034),  Design Load: HS 20,  Features Intersected: DUKE STREET - ROUTE 236,  Facility Carried by Structure: LANDMARK FLYOVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 83.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 30.50m (100.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19907,  Location: 00.00FR00000/00.00TO00000 (Lat: 38.814233,  Lng: -77.131931),  Route carried "under" structure: City street 236,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 15,146 (year 1994),  Truck Traffic: 3%,  Features Intersected: DUKE STREET - ROUTE 236,  Facility Carried by Structure: LANDMARK FLYOVER
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 19909,  Location: 0045EDSALL RD0039HOL R PK (Lat: 38.814108,  Lng: -77.129506),  Route carried "on" structure: Other road 401,  Year Built: 1977,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 22,703 (year 2014),  Average Future Daily Traffic: 30,141 (year 2035),  Design Load: HS 20,  Features Intersected: DUKE STREET - ROUTE 236
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 65.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19909,  Location: 0045EDSALL RD0039HOL R PK (Lat: 38.814108,  Lng: -77.129506),  Route carried "under" structure: State highway 236,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 73,661 (year 2008),  Truck Traffic: 1%,  Features Intersected: DUKE STREET - ROUTE 236,  Facility Carried by Structure: VAN DORN ST-RTE401
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 17.699,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 19911,  Location: 0020FAIR CL0010PICKETT (Lat: 38.801214,  Lng: -77.133825),  Route carried "on" structure: City street 401,  Year Built: 1984,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 48,291 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 58,432 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NS RR & Metro Road,  Facility Carried by Structure: Van Dorn Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.50m (100.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19911,  Location: 0020FAIR CL0010PICKETT (Lat: 38.801214,  Lng: -77.133825),  Route carried "under" structure: City street 401,  Year Built: 1984,  Structure Length: 0. m,  Features Intersected: NS RR & Metro Road,  Facility Carried by Structure: Van Dorn Street
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 19912,  Location: 00.00 0000 / 00.00 0000 (Lat: 38.804286,  Lng: -77.106636),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 12,059 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,325 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Cameron Run,  Facility Carried by Structure: Eisenhower Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.50m (100.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $25,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19914,  Location: 0010STOVALL S0007MILL R (Lat: 38.802225,  Lng: -77.077858),  Route carried "on" structure: City street 1148,  Year Built: 1987,  Status: Open,  Structure Length: 28.22m (92.59ft),  Average Daily Traffic: 12,059 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,032 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TELEGRAPH ROAD,  Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 15,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 56.7m (186.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 30.50m (100.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $25,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19914,  Location: 0010STOVALL S0007MILL R (Lat: 38.802225,  Lng: -77.077858),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1994),  Features Intersected: TELEGRAPH ROAD,  Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 19914,  Location: 0010STOVALL S0007MILL R (Lat: 38.802225,  Lng: -77.077858),  Route carried "under" structure: Ramp State highway 241,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 1984),  Features Intersected: TELEGRAPH ROAD,  Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 19914,  Location: 0010STOVALL S0007MILL R (Lat: 38.802225,  Lng: -77.077858),  Route carried "under" structure: State highway 241,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 1994),  Features Intersected: TELEGRAPH ROAD,  Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 19914,  Location: 0010STOVALL S0007MILL R (Lat: 38.802225,  Lng: -77.077858),  Route carried "under" structure: State highway 241,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 1994),  Features Intersected: TELEGRAPH ROAD,  Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 19914,  Location: 0010STOVALL S0007MILL R (Lat: 38.802225,  Lng: -77.077858),  Route carried "under" structure: Ramp State highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 1994),  Features Intersected: TELEGRAPH ROAD,  Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 19914,  Location: 0010STOVALL S0007MILL R (Lat: 38.802225,  Lng: -77.077858),  Route carried "under" structure: Ramp State highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1994),  Features Intersected: TELEGRAPH ROAD,  Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 19914,  Location: 0010STOVALL S0007MILL R (Lat: 38.802225,  Lng: -77.077858),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1994),  Features Intersected: TELEGRAPH ROAD,  Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 19922,  Location: 0000ARL CO0000NCL ALE (Lat: 38.840350,  Lng: -77.052225),  Route carried "on" structure: State highway 1,  Year Built: 1979,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 35,702 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,839 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: FOUR MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.781,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 83.20m (272.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $3,000,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $3,310,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19932,  Location: 03.39FR1/01.40TO495 (Lat: 38.811586,  Lng: -77.113742),  Route carried "on" structure: State highway 236,  Year Built: 1970,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 31,289 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,465 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: HOLMES RUN,  Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.841,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 287.0m (941.6ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19933,  Location: 0.47 TELE. RD./0.91 WASH (Lat: 38.805036,  Lng: -77.065497),  Route carried "on" structure: State highway 236,  Year Built: 1981,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 21,539 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,755 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $265,000 ( Estimate for 2016),  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: 19934,  Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897,  Lng: -77.138514),  Route carried "on" structure: State highway 236,  Year Built: 1969,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 61,556 (year 2014),  Average Future Daily Traffic: 70,859 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE I-395,  Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.895,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  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: 91.70m (300.85ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $370,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 19934,  Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897,  Lng: -77.138514),  Route carried "under" structure: Interstate 395,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 155,150 (year 1994),  Truck Traffic: 2%,  Features Intersected: ROUTE I-395,  Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 4.425,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 19934,  Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897,  Lng: -77.138514),  Route carried "under" structure: Interstate 395,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 1994),  Truck Traffic: 3%,  Features Intersected: ROUTE I-395,  Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 19934,  Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897,  Lng: -77.138514),  Route carried "under" structure: Interstate 395,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 1994),  Truck Traffic: 3%,  Features Intersected: ROUTE I-395,  Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 19936,  Location: 0.85 241 & 0.45 1 (Lat: 38.804047,  Lng: -77.057875),  Route carried "on" structure: State highway 236,  Year Built: 1932,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 21,539 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,755 (year 2035),  Design Load: HS 20,  Features Intersected: HOOF'S RUN,  Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2017)

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Structure Number: 19937,  Location: 00.47FR495/00.22TO236 (Lat: 38.806017,  Lng: -77.072989),  Route carried "on" structure: State highway 241,  Year Built: 1969,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 60,772 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 80,000 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: RT 236-DUKE ST,  Facility Carried by Structure: TELEGRAPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.928,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.8m (5.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 57.60m (188.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $560,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $563,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete