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


  • National Bridge Inventory (NBI) Statistics
  • 78Number of bridges
  • 781ft / 238mTotal length
  • $4,748,000Total costs
  • 934,989Total average daily traffic
  • 7,925Total average daily truck traffic
  • 975,782Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Ashburn
  • No street view available for this location

New bridges in Ashburn, VA - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 11950-1959
  • 21960-1969
  • 11970-1979
  • 21980-1989
  • 341990-1999
  • 242000-2009
  • 132010-2018
Average Bridge Daily Traffic in Ashburn, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.1%Excellent
  • 9.1%Very good
  • 54.5%Good
  • 24.2%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.1%Excellent
  • 18.2%Very good
  • 45.5%Good
  • 21.2%Satisfactory
  • 3.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.1%Excellent
  • 15.2%Very good
  • 54.5%Good
  • 18.2%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 2.5%Excellent
  • 30.0%Very good
  • 30.0%Good
  • 30.0%Satisfactory
  • 7.5%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 4.8%Excellent
  • 4.8%Very good
  • 66.7%Good
  • 23.8%Satisfactory
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Structure Number: 285,  Location: 0.24FR27/0.99TO14ST.BRIDG (Lat: 38.866561,  Lng: -77.058494),  Route carried "on" structure: Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 22,074 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,690 (year 2035),  Design Load: HS 20,  Features Intersected: RMPS CC & CE OF RTE 395,  Facility Carried by Structure: EXPRESS LANE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.095,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 72.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 45.10m (147.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 618,  Location: 1.56-Rt 796 & 0.03-Rt 691 (Lat: 38.036028,  Lng: -78.757703),  Route carried "on" structure: US 250,  Year Built: 1932,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 6,071 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,924 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH STOCKTON CREEK,  Facility Carried by Structure: ROCKFISH GAP TURNP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.685,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017
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Structure Number: 292,  Location: 0.60 Rt 737; 0.70 Rt 738 (Lat: 37.153953,  Lng: -79.537811),  Route carried "on" structure: County highway 805,  Year Built: 1964,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 282 (year 2014),  Average Future Daily Traffic: 282 (year 2035),  Features Intersected: Rockcastle Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.868,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 11.60m (38.06ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $358,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,163,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 614,  Location: 3.4M CAR CO-33.1M MDSEX_C (Lat: 38.087667,  Lng: -77.070864),  Route carried "on" structure: US 17,  Year Built: 1990,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,599 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ELMWOOD CREEK,  Facility Carried by Structure: SBL TIDEWATER TRL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.425,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 70.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016
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Structure Number: 11207,  Location: 00.30FR607/00.30TO2020 (Lat: 39.021833,  Lng: -77.472778),  Route carried "on" structure: County highway 640,  Year Built: 1989,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,247 (year 2014),  Average Future Daily Traffic: 49,000 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB OF BEAVERDAM RUN,  Facility Carried by Structure: FARMWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.99m (6.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $175,000 ( Estimate for 2011)
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Structure Number: 11208,  Location: 00.34FR.677/00.62TO640 (Lat: 39.035675,  Lng: -77.485075),  Route carried "on" structure: County highway 641,  Year Built: 1959,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 9,252 (year 2014),  Average Future Daily Traffic: 12,260 (year 2035),  Design Load: HS 15,  Features Intersected: BEAVERDAM RUN,  Facility Carried by Structure: ASHBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 35.10m (115.16ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2016,  Underwater Inspection Date: September 2015,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $340,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11209,  Location: 00.45FR641/01.36TO659 (Lat: 39.043639,  Lng: -77.495444),  Route carried "on" structure: County highway 642,  Year Built: 1965,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,597 (year 2014),  Average Future Daily Traffic: 6,135 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB OF BEAVERDAM RUN,  Facility Carried by Structure: HAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.128,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: 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: September 2016,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2012)
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Structure Number: 1137,  Location: 00.05FR606/00.24TO885 (Lat: 38.982842,  Lng: -77.445458),  Route carried "on" structure: County highway 775,  Year Built: 1987,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,180 (year 2014),  Average Future Daily Traffic: 5,724 (year 2035),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: RELOCATION DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2016,  Underwater Inspection Date: September 2015,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2012)
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Structure Number: 23373,  Location: 00.09 1880 / 00.11 1867 (Lat: 39.033683,  Lng: -77.495192),  Route carried "on" structure: County highway 900,  Year Built: 1992,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 59 (year 2014),  Average Future Daily Traffic: 2,500 (year 2033),  Design Load: HS 20,  Features Intersected: BEAVER DAM RUN,  Facility Carried by Structure: ASHBURN FARM PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 5.9 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: 248.40m (814.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $100,000 ( Estimate for 2012)
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Structure Number: 2344,  Location: 00.05FR7/02.90TO640 (Lat: 39.060625,  Lng: -77.476608),  Route carried "on" structure: County highway 2020,  Year Built: 1992,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 11,916 (year 2014),  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RUSSELL BRANCH,  Facility Carried by Structure: ASHBURN VILL.BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.80m (137.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $100,000 ( Estimate for 2016)
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Structure Number: 23454,  Location: 02.40FR7/01.00TO640 (Lat: 39.036747,  Lng: -77.475492),  Route carried "on" structure: County highway 2020,  Year Built: 1991,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 9,299 (year 2014),  Average Future Daily Traffic: 13,167 (year 2035),  Design Load: HS 20,  Features Intersected: W&OD HIKE & BIKE TRAIL,  Facility Carried by Structure: ASHBURN VILL. SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 4.5 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 corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.20m (49.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $200,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23455,  Location: 02.40FR7/01.00TO640 (Lat: 39.036847,  Lng: -77.475642),  Route carried "on" structure: County highway 2020,  Year Built: 1991,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 9,299 (year 2014),  Average Future Daily Traffic: 9,000 (year 2034),  Design Load: H 20,  Features Intersected: W&OD HIKE & BIKE TRAIL,  Facility Carried by Structure: ASHBURN VILL. NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 4.5 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 corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.20m (49.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23456,  Location: 03.00FR7/00.50TO640 (Lat: 39.030258,  Lng: -77.473475),  Route carried "on" structure: County highway 2020,  Year Built: 1991,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 14,931 (year 2014),  Average Future Daily Traffic: 13,167 (year 2035),  Design Load: HS 20,  Features Intersected: BEAVERDAM RUN,  Facility Carried by Structure: ASHBURN VILL. BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 73.9m (242.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 86.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 67.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.50m (63.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $125,000 ( Estimate for 2012),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 23688,  Location: 00.10 625 / 00.08 END MAI (Lat: 39.005050,  Lng: -77.443997),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,200 (year 1993),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,600 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: TRIBUTARY OF BROAD RUN,  Facility Carried by Structure: PACIFIC BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 44.50m (146.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $150,000 ( Estimate for 2012)
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Structure Number: 23854,  Location: 00.60FR642/00.20TO900 (Lat: 39.039453,  Lng: -77.502861),  Route carried "on" structure: County highway 901,  Year Built: 1992,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 20,577 (year 2014),  Average Future Daily Traffic: 20,912 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB. OF BEAVERDAM RUN,  Facility Carried by Structure: CLAIBORNE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.673,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $125,000 ( Estimate for 2012)
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Structure Number: 23855,  Location: 00.25FR642/00.55TO900 (Lat: 39.043189,  Lng: -77.506750),  Route carried "on" structure: County highway 901,  Year Built: 1992,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20,577 (year 2014),  Average Future Daily Traffic: 44,171 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB. OF BEAVERDAM RUN,  Facility Carried by Structure: CLAIBORNE PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 148.10m (485.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $125,000 ( Estimate for 2012)
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Structure Number: 23993,  Location: 02.73FR614/01.00TO775 (Lat: 38.990636,  Lng: -77.459247),  Route carried "on" structure: County highway 606,  Year Built: 1995,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 14,277 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 89,000 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: DULLES GREENWAY-RTE.267,  Facility Carried by Structure: OLD OX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.493,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 396.0m (1,299.2ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 114.90m (376.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $500,000 ( Estimate for 2013),  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: 23993,  Location: 02.73FR614/01.00TO775 (Lat: 38.990636,  Lng: -77.459247),  Route carried "under" structure: Other road 267,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: DULLES GREENWAY-RTE.267,  Facility Carried by Structure: OLD OX ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 17.265,  Lanes on structure: 8,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 23993,  Location: 02.73FR614/01.00TO775 (Lat: 38.990636,  Lng: -77.459247),  Route carried "under" structure: Other road 267,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: DULLES GREENWAY-RTE.267,  Facility Carried by Structure: OLD OX ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 17.265,  Lanes on structure: 8,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 24371,  Location: 00.03FR775/00.50TO634 (Lat: 38.982592,  Lng: -77.447544),  Route carried "on" structure: County highway 606,  Year Built: 1994,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 28,554 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,400 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Indian Creek,  Facility Carried by Structure: OLD OX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.107,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 216.0m (708.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Equal to present desirable 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)
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Structure Number: 24442,  Location: 04.90FR7-15/00.66TO659 (Lat: 39.044350,  Lng: -77.532089),  Route carried "on" structure: Other road 267,  Year Built: 1995,  Status: Open,  Structure Length: 20.21m (66.31ft),  Average Daily Traffic: 15,316 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,372 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: DULLES GREENWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.884,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: 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,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24443,  Location: 04.90FR7-15/00.66TO659 (Lat: 39.044664,  Lng: -77.531933),  Route carried "on" structure: Other road 267,  Year Built: 1995,  Status: Open,  Structure Length: 20.21m (66.31ft),  Average Daily Traffic: 15,338 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,398 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: WB DULLES GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.884,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.7 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: 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: June 2017,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $25,000 ( 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: 24453,  Location: 01.25FR648/00.35TO659 (Lat: 39.041483,  Lng: -77.527419),  Route carried "on" structure: County highway 643,  Year Built: 1995,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 9,578 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: DULLES GREENWAY-RTE.267,  Facility Carried by Structure: SYCOLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 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: 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 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24453,  Location: 01.25FR648/00.35TO659 (Lat: 39.041483,  Lng: -77.527419),  Route carried "under" structure: Other road 267,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 1994),  Features Intersected: DULLES GREENWAY-RTE.267,  Facility Carried by Structure: SYCOLIN ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 8.367,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 24453,  Location: 01.25FR648/00.35TO659 (Lat: 39.041483,  Lng: -77.527419),  Route carried "under" structure: Other road 267,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 1994),  Features Intersected: DULLES GREENWAY-RTE.267,  Facility Carried by Structure: SYCOLIN ROAD
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 8.367,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 24537,  Location: 00.80FR606/01.85TO28 (Lat: 38.981914,  Lng: -77.453483),  Route carried "on" structure: Other road 267,  Year Built: 1995,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 43,302 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,963 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: DULLES GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.906,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 238.0m (780.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 66.2 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: 0.03m (0.10ft),  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)
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Structure Number: 24563,  Location: 00.90FR659/01.60TO772 (Lat: 39.030678,  Lng: -77.508406),  Route carried "on" structure: Other road 267,  Year Built: 1995,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 17,524 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,094 (year 2035),  Design Load: HS 20,  Features Intersected: CLAIBORNE PARKWAY,  Facility Carried by Structure: DULLES GREENWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 2.0m (6.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: September 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,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24563,  Location: 00.90FR659/01.60TO772 (Lat: 39.030678,  Lng: -77.508406),  Route carried "under" structure: County highway 901,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1994),  Features Intersected: CLAIBORNE PARKWAY,  Facility Carried by Structure: DULLES GREENWAY WB
Minimum Vertical Clearance: 6.42m (21.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 24563,  Location: 00.90FR659/01.60TO772 (Lat: 39.030678,  Lng: -77.508406),  Route carried "under" structure: County highway 901,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1994),  Features Intersected: CLAIBORNE PARKWAY,  Facility Carried by Structure: DULLES GREENWAY WB
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 24566,  Location: 00.52FR901/01.10TO772 (Lat: 39.024883,  Lng: -77.505711),  Route carried "on" structure: Other road 267,  Year Built: 1995,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 17,524 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,094 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BROADLANDS BLVD.,  Facility Carried by Structure: DULLES GREENWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.102,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 229.0m (751.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 83.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24566,  Location: 00.52FR901/01.10TO772 (Lat: 39.024883,  Lng: -77.505711),  Route carried "under" structure: County highway 2363,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Features Intersected: BROADLANDS BLVD.,  Facility Carried by Structure: DULLES GREENWAY WB
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 24566,  Location: 00.52FR901/01.10TO772 (Lat: 39.024883,  Lng: -77.505711),  Route carried "under" structure: County highway 2363,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Features Intersected: BROADLANDS BLVD.,  Facility Carried by Structure: DULLES GREENWAY WB
Minimum Vertical Clearance: 0.76m (2.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 24578,  Location: 00.65FR607/00.60TO606 (Lat: 38.993558,  Lng: -77.468033),  Route carried "on" structure: Other road 267,  Year Built: 1995,  Status: Open,  Structure Length: 12.92m (42.39ft),  Average Daily Traffic: 22,974 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,654 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BROAD RUN,  Facility Carried by Structure: DULLES GREENWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.846,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 149.0m (488.8ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 2.3m (7.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 304.80m (1000.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $25,000 ( 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: 2458,  Location: 00.65FR607/00.60TO606 (Lat: 38.993831,  Lng: -77.467686),  Route carried "on" structure: Other road 267,  Year Built: 1995,  Status: Open,  Structure Length: 12.92m (42.39ft),  Average Daily Traffic: 22,017 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,502 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BROAD RUN,  Facility Carried by Structure: DULLES GREENWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.862,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 7.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: 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: $10,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $25,000 ( 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: 24588,  Location: 00.30FR606/00.25TO GATE14 (Lat: 38.975108,  Lng: -77.446142),  Route carried "on" structure: ServiceOther road 267,  Year Built: 1995,  Status: Open,  Structure Length: 19.93m (65.39ft),  Average Daily Traffic: 2,000 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 150 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: DULLES GREENWAY,  Facility Carried by Structure: GATE 14 ACCESS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 24,  Owner: Local Toll Authority,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Better than 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: November 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,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24588,  Location: 00.30FR606/00.25TO GATE14 (Lat: 38.975108,  Lng: -77.446142),  Route carried "under" structure: Other road 267,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 1995),  Features Intersected: DULLES GREENWAY,  Facility Carried by Structure: GATE 14 ACCESS RD.
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 19.775,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 24588,  Location: 00.30FR606/00.25TO GATE14 (Lat: 38.975108,  Lng: -77.446142),  Route carried "under" structure: Other road 267,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 44,098 (year 2008),  Features Intersected: DULLES GREENWAY,  Facility Carried by Structure: GATE 14 ACCESS RD.
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 19.775,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 24923,  Location: 00.50FR659 / 00.10TO1899 (Lat: 39.036375,  Lng: -77.514228),  Route carried "on" structure: County highway 900,  Year Built: 1996,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 59 (year 2014),  Average Future Daily Traffic: 8,000 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB. OF BEAVER DAM RUN,  Facility Carried by Structure: ASHBURN FARM PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  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: Good,  Culverts: Good,  Operating Rating: 59.9 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $100,000 ( Estimate for 2015)
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Structure Number: 25145,  Location: 00.90FR641/00.10TO701 (Lat: 39.045406,  Lng: -77.503750),  Route carried "on" structure: County highway 642,  Year Built: 1997,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 3,597 (year 2014),  Average Future Daily Traffic: 6,135 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TRIB. BEAVERDAM RUN,  Facility Carried by Structure: HAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.4m (1.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $110,000 ( Estimate for 2014)
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Structure Number: 26506,  Location: 00.32FR607/01.00TO28 (Lat: 39.009569,  Lng: -77.452286),  Route carried "on" structure: County highway 625,  Year Built: 2004,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 37,378 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 82,605 (year 2035),  Design Load: HS 20,  Features Intersected: BROAD RUN,  Facility Carried by Structure: WAXPOOL RD EB&WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 107.30m (352.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26508,  Location: 01.15FR607/00.78TO637 (Lat: 39.004758,  Lng: -77.435453),  Route carried "on" structure: County highway 625,  Year Built: 2004,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 74,756 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 81,349 (year 2035),  Design Load: HS 20,  Features Intersected: RTE. 28 - SULLY ROAD,  Facility Carried by Structure: WAXPOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 378.0m (1,240.2ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.3m (17.4ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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: 15.20m (49.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $220,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26508,  Location: 01.15FR607/00.78TO637 (Lat: 39.004758,  Lng: -77.435453),  Route carried "under" structure: State highway 28,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2009),  Features Intersected: RTE. 28 - SULLY ROAD,  Facility Carried by Structure: WAXPOOL ROAD
Minimum Vertical Clearance: 0.08m (0.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 5.3m (17.4ft)

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Structure Number: 26508,  Location: 01.15FR607/00.78TO637 (Lat: 39.004758,  Lng: -77.435453),  Route carried "under" structure: State highway 28,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2009),  Features Intersected: RTE. 28 - SULLY ROAD,  Facility Carried by Structure: WAXPOOL ROAD
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 5.3m (17.4ft)

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Structure Number: 26508,  Location: 01.15FR607/00.78TO637 (Lat: 39.004758,  Lng: -77.435453),  Route carried "under" structure: Ramp State highway 28,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2009),  Features Intersected: RTE. 28 - SULLY ROAD,  Facility Carried by Structure: WAXPOOL ROAD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 5.3m (17.4ft)

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Structure Number: 27596,  Location: 00.28FR640/00.38TO625 (Lat: 39.020417,  Lng: -77.481575),  Route carried "on" structure: County highway 2020,  Year Built: 1997,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 5,000 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,000 (year 2031),  Design Load: HS 20,  Features Intersected: TRIB.OF BROAD RUN,  Facility Carried by Structure: ASHBURN VILLAGE BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  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: January 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2011)
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Structure Number: 27681,  Location: 00.33fr267/00.18to641 (Lat: 39.015833,  Lng: -77.499139),  Route carried "on" structure: County highway 625,  Year Built: 2003,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 10,216 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,800 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM RUN,  Facility Carried by Structure: WAXPOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.347,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 63.5 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: 243.80m (799.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $75,000 ( Estimate for 2011)
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Structure Number: 28226,  Location: 01.00FR7/02.15TO625 (Lat: 39.039900,  Lng: -77.449694),  Route carried "on" structure: County highway 607,  Year Built: 2006,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 7,414 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,000 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM RUN,  Facility Carried by Structure: LOUDOUN CO. PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.733,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.70m (90.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $120,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28231,  Location: 01.00FR 7/02.15TO 625 (Lat: 39.039669,  Lng: -77.449439),  Route carried "on" structure: County highway 607,  Year Built: 2006,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 7,414 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 361 (year 2035),  Design Load: HS 20,  Features Intersected: BEAVERDAM RUN,  Facility Carried by Structure: LOUDOUN CO. PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.70m (90.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $100,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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