Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 59Number of bridges
  • 364ft / 111mTotal length
  • $4,588,000Total costs
  • 1,895,257Total average daily traffic
  • 40,750Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Chantilly
  • No street view available for this location

New bridges in Chantilly, VA - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 31960-1969
  • 11970-1979
  • 131980-1989
  • 161990-1999
  • 112000-2009
  • 92010-2019
  • 52020-2022
Reconstructed bridges in Chantilly, VA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21990-1999
  • 12000-2009
Average Bridge Daily Traffic in Chantilly, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.0%Excellent
  • 15.0%Very good
  • 70.0%Good
  • 5.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.7%Excellent
  • 13.0%Very good
  • 73.9%Good
  • 4.3%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 8.7%Excellent
  • 13.0%Very good
  • 47.8%Good
  • 30.4%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 15.6%Very good
  • 34.4%Good
  • 31.3%Satisfactory
  • 18.8%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 5.6%Very good
  • 77.8%Good
  • 16.7%Satisfactory
Find on map >>   Show street view

Structure Number: 6264,  Location: 00.37 662 / 01.48 50 (Lat: 38.878303,  Lng: -77.448792),  Route carried "on" structure: State highway 28,  Year Built: 1967,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 123,753 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 173,254 (year 2040),  Design Load: HS 20,  Features Intersected: FLAT LICK BRANCH,  Facility Carried by Structure: SULLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.515,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 29.99m (98.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $100,000 ( Estimate for 2015)
Find on map >>   Show street view

Structure Number: 6267,  Location: 0.65mi.Fr 50/1.90mi.To668 (Lat: 38.905111,  Lng: -77.433911),  Route carried "on" structure: State highway 28,  Year Built: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 105,758 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 148,061 (year 2040),  Design Load: HS 20,  Features Intersected: TRIBUTARY OF CAIN BRANCH,  Facility Carried by Structure: SULLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.868,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 23.32m (76.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $150,000
Find on map >>   Show street view

Structure Number: 6295,  Location: 00.27 657 / 00.21 28 (Lat: 38.896111,  Lng: -77.436261),  Route carried "on" structure: US 50,  Year Built: 1990,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 52,322 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 73,251 (year 2040),  Design Load: HS 20,  Features Intersected: SCHNEIDER BRANCH,  Facility Carried by Structure: LEE JACKSON MEM HI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.831,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 25.15m (82.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $175,000 ( Estimate for 2015)
Find on map >>   Show street view

Structure Number: 6296,  Location: 00.32fr607/00.67to28 (Lat: 38.902269,  Lng: -77.451392),  Route carried "on" structure: US 50,  Year Built: 1969,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 51,398 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 71,957 (year 2040),  Design Load: HS 20,  Features Intersected: CAIN BRANCH,  Facility Carried by Structure: LEE-JACKSON HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.351,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.24m (33.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $100,000
Find on map >>   Show street view

Structure Number: 6708,  Location: 00.50FR4955/00.80TO661 (Lat: 38.868089,  Lng: -77.463961),  Route carried "on" structure: County highway 620,  Year Built: 1989,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 6,885 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,639 (year 2040),  Design Load: HS 20,  Features Intersected: FLATLICK BRANCH,  Facility Carried by Structure: BRADDOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.641,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 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,  Waterway Adequacy: Equal to present desirable 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: September 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $125,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 6709,  Location: 01.49FR.662/00.00TO661 (Lat: 38.875342,  Lng: -77.472411),  Route carried "on" structure: County highway 620,  Year Built: 1974,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 6,885 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,639 (year 2040),  Design Load: HS 20,  Features Intersected: CUB RUN,  Facility Carried by Structure: BRADDOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.526,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $200,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 68,  Location: 00.35FR.28/01.05TO662 (Lat: 38.855278,  Lng: -77.429806),  Route carried "on" structure: County highway 657,  Year Built: 1989,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 3,603 (year 2020),  Average Future Daily Traffic: 3,963 (year 2040),  Design Load: HS 20,  Features Intersected: BIG ROCKY RUN,  Facility Carried by Structure: WALNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $270,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 6812,  Location: 00.50FR8460/00.50TO620 (Lat: 38.882369,  Lng: -77.469922),  Route carried "on" structure: County highway 661,  Year Built: 1932,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,117 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,564 (year 2040),  Design Load: HL 93,  Features Intersected: CUB RUN,  Facility Carried by Structure: OLD LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.793,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 67.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $170,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 7002,  Location: 00.15 4884 / 00.04 4654 (Lat: 38.878667,  Lng: -77.422383),  Route carried "on" structure: County highway 4646,  Year Built: 1967,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,048 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,353 (year 2040),  Design Load: HS 20,  Features Intersected: FROG BRANCH,  Facility Carried by Structure: LEES CORNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.29m (27.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $175,000 ( Estimate for 2015)
Find on map >>   Show street view

Structure Number: 7085,  Location: 00.20FR7155/00.05TO7140 (Lat: 38.899314,  Lng: -77.404369),  Route carried "on" structure: County highway 286,  Year Built: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 43,421 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,633 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLATLICK BRANCH,  Facility Carried by Structure: FAIRFAX CO. PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.728,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.40m (73.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $150,000
Find on map >>   Show street view

Structure Number: 7087,  Location: 00.50FR7700/00.43TO50 (Lat: 38.869492,  Lng: -77.383075),  Route carried "on" structure: County highway 286,  Year Built: 1986,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 48,248 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,547 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. BIG ROCKY RUN,  Facility Carried by Structure: FAIRFAX CO. PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 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: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $125,000
Find on map >>   Show street view

Structure Number: 7089,  Location: 00.28FR7700/00.35TO66 (Lat: 38.859089,  Lng: -77.387350),  Route carried "on" structure: County highway 286,  Year Built: 1986,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 55,349 (year 2020),  Average Future Daily Traffic: 77,489 (year 2040),  Design Load: HS 20,  Features Intersected: FAIR LAKES CIRCLE,  Facility Carried by Structure: FAIRFAX CO. PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.7 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $600,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 7092,  Location: 00.35FR50/00.55TO286 (Lat: 38.889103,  Lng: -77.405028),  Route carried "on" structure: County highway 7155,  Year Built: 1988,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,178 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIB. FLATLICK BRANCH.,  Facility Carried by Structure: STRINGFELLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 10.36m (33.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $125,000
Find on map >>   Show street view

Structure Number: 7098,  Location: 00.08FR7100/00.20TO7701 (Lat: 38.862467,  Lng: -77.380975),  Route carried "on" structure: County highway 7700,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 17,438 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,540 (year 2040),  Design Load: HS 20,  Features Intersected: TRIBUTARY BIG ROCKY RUN,  Facility Carried by Structure: FAIR LAKES PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.7 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: 103.70m (340.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $150,000
Find on map >>   Show street view

Structure Number: 7099,  Location: 00.55FR7700/00.03TO7700 (Lat: 38.860019,  Lng: -77.378697),  Route carried "on" structure: County highway 7701,  Year Built: 1986,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 9,290 (year 2020),  Average Future Daily Traffic: 12,546 (year 2040),  Design Load: HS 20,  Features Intersected: TRIBUTARY BIG ROCKY RUN,  Facility Carried by Structure: FAIR LAKES CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 82.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $75,000,  Wearing Surface/Protective System: Membrane: Preformed Fabric
Find on map >>   Show street view

Structure Number: 23135,  Location: 0.20 fr 50 0.75 to 607 (Lat: 38.904689,  Lng: -77.449061),  Route carried "on" structure: Business County highway 1279,  Year Built: 1987,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,000 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,000 (year 2030),  Design Load: HS 20,  Features Intersected: Cain Branch,  Facility Carried by Structure: Avion Pkwy.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 44.5m (146.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 71.5 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 23717,  Location: 00.04FR8199 / 00.12TO8198 (Lat: 38.899328,  Lng: -77.401600),  Route carried "on" structure: County highway 7538,  Year Built: 1989,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 588 (year 2002),  Average Future Daily Traffic: 700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLATLICK BRANCH,  Facility Carried by Structure: ASHVALE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000
Find on map >>   Show street view

Structure Number: 23914,  Location: 00.75FR50/00.10TO END (Lat: 38.915592,  Lng: -77.456897),  Route carried "on" structure: County highway 607,  Year Built: 1994,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 6,057 (year 2014),  Average Future Daily Traffic: 1,871 (year 2035),  Design Load: HS 20,  Features Intersected: DEAD RUN,  Facility Carried by Structure: Stonecroft Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000
Find on map >>   Show street view

Structure Number: 23915,  Location: 00.05FR END/00.30TO50 (Lat: 38.899386,  Lng: -77.455336),  Route carried "on" structure: County highway 8610,  Year Built: 1987,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,577 (year 2015),  Average Future Daily Traffic: 1,774 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CAIN BRANCH,  Facility Carried by Structure: WESTFAX DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: 15.48m (50.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $125,000
Find on map >>   Show street view

Structure Number: 2409,  Location: 02.54FR.28/02.16TO50 (Lat: 38.854900,  Lng: -77.389019),  Route carried "on" structure: Ramp Interstate 66,  Year Built: 1994,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 5,800 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,250 (year 2034),  Design Load: HS 20,  Features Intersected: FAIRFAX COUNTY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $277,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 24366,  Location: 01.44FR66/00.45TO750 (Lat: 38.875278,  Lng: -77.383397),  Route carried "on" structure: County highway 286,  Year Built: 1995,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 21,710 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,395 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE. 50-LEE JACKSON MEM.,  Facility Carried by Structure: FFX CO. PKWY.NB-SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.719,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 46.3m (151.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $400,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 24523,  Location: 00.45FR50/00.20TO6265 (Lat: 38.904244,  Lng: -77.476497),  Route carried "on" structure: County highway 609,  Year Built: 1988,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 7,356 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,298 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. CUB RUN,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $100,000
Find on map >>   Show street view

Structure Number: 24696,  Location: 00.85FR620/01.70TO8552 (Lat: 38.871286,  Lng: -77.494044),  Route carried "on" structure: County highway 609,  Year Built: 1996,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 6,295 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,813 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ELKLICK RUN,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.101,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $22,000
Find on map >>   Show street view

Structure Number: 24702,  Location: 00.10FR.7158/00.10TO7153 (Lat: 38.890917,  Lng: -77.413789),  Route carried "on" structure: County highway 645,  Year Built: 1996,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 9,297 (year 2020),  Average Future Daily Traffic: 10,227 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLATLICK BRANCH,  Facility Carried by Structure: LEES CORNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $150,000
Find on map >>   Show street view

Structure Number: 25214,  Location: 00.37FR645/00.73TO657 (Lat: 38.889689,  Lng: -77.419500),  Route carried "on" structure: State highway 50,  Year Built: 1998,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 26,161 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,625 (year 2040),  Design Load: HS 20,  Features Intersected: FLATLICK BRANCH,  Facility Carried by Structure: LEE-JACK.MEM.HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.424,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 78.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 25215,  Location: 00.37FR645/00.73TO657 (Lat: 38.889569,  Lng: -77.419731),  Route carried "on" structure: State highway 50,  Year Built: 1998,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 26,161 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,625 (year 2040),  Design Load: HS 20,  Features Intersected: FLATLICK BRANCH,  Facility Carried by Structure: LEE-JACK.MEM.HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.424,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 78.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $150,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 25216,  Location: 00.37FR645/00.10TO2515 (Lat: 38.889472,  Lng: -77.419925),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,331 (year 2009),  Average Future Daily Traffic: 1,537 (year 2040),  Design Load: HS 20,  Features Intersected: FLATLICK BRANCH,  Facility Carried by Structure: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 87.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $159,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 26478,  Location: 00.45FR8457/00.55TO50 (Lat: 38.896439,  Lng: -77.460261),  Route carried "on" structure: County highway 8460,  Year Built: 2000,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 9,300 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,020 (year 2040),  Design Load: HS 20,  Features Intersected: CAIN BRANCH,  Facility Carried by Structure: STONECROFT BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $175,000
Find on map >>   Show street view

Structure Number: 26731,  Location: 00.00FR00000/00.00TO00000 (Lat: 38.915100,  Lng: -77.430800),  Route carried "on" structure: County highway 7833,  Year Built: 2003,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 12,316 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,794 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 28 - SULLY ROAD,  Facility Carried by Structure: SASM ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.85m (35.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $155,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 28501,  Location: 00.60FR657/00.25TO661 (Lat: 38.885850,  Lng: -77.447614),  Route carried "on" structure: County highway 8457,  Year Built: 2009,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 28,650 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,110 (year 2040),  Design Load: HS 20,  Features Intersected: Rte. 28 Sully Rd.,  Facility Carried by Structure: Willard Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 47.1m (154.5ft),  Out-to-Out Width: 55.6m (182.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $175,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 29031,  Location: 0.90FR662 / 0.98TO50 (Lat: 38.881550,  Lng: -77.438139),  Route carried "on" structure: Spur County highway 657,  Year Built: 2015,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 12,634 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,688 (year 2040),  Design Load: HS 20,  Features Intersected: FLATLICK BRANCH,  Facility Carried by Structure: WALNEY RD.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing
Find on map >>   Show street view

Structure Number: 29178,  Location: 00.15FR7730/00.03TO WALNU (Lat: 38.870444,  Lng: -77.378503),  Route carried "on" structure: County highway 7730,  Year Built: 2008,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 794 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 893 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF BIG ROCKY RUN,  Facility Carried by Structure: TALL TIMBERS DR.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 2022
Find on map >>   Show street view

Structure Number: 29272,  Location: 00.50FR50/00.10TO8457 (Lat: 38.887819,  Lng: -77.452042),  Route carried "on" structure: Alternate County highway 661,  Year Built: 2009,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,222 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,631 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF SCHNIDER BRANCH,  Facility Carried by Structure: LEE RD.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  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: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022
Find on map >>   Show street view

Structure Number: 29443,  Location: 0.20 fr 7700 0.70 to 50 (Lat: 38.865156,  Lng: -77.381972),  Route carried "on" structure: County highway 286,  Year Built: 2012,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 55,349 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,489 (year 2040),  Design Load: HS 20,  Features Intersected: Monument Dr.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 29444,  Location: 0.80 fr 66 0.12 to 7969 (Lat: 38.862967,  Lng: -77.382133),  Route carried "on" structure: County highway 286,  Year Built: 2010,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 55,349 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,489 (year 2040),  Design Load: HS 20,  Features Intersected: 7700 Fairlakes Pkwy.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 29838,  Location: 00.30fr4978 00.20to4820 (Lat: 38.868253,  Lng: -77.407436),  Route carried "on" structure: Alternate County highway 645,  Year Built: 2013,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 18,111 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,355 (year 2040),  Design Load: HS 20,  Features Intersected: Big Rocky Run,  Facility Carried by Structure: STRINGFELLOW ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021
Find on map >>   Show street view

Structure Number: 30248,  Location: 00.51fr607 00.50to609 (Lat: 38.908475,  Lng: -77.467033),  Route carried "on" structure: State highway 50,  Year Built: 2013,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 25,699 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,979 (year 2040),  Design Load: HS 20,  Features Intersected: CUB RUN,  Facility Carried by Structure: LEE JACKSON HWY EB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 30249,  Location: 0.51fr607 0.50to609 (Lat: 38.908625,  Lng: -77.466361),  Route carried "on" structure: US 50,  Year Built: 2014,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 25,699 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,979 (year 2040),  Design Load: HS 20,  Features Intersected: CUB RUN,  Facility Carried by Structure: LEE JACKSON HWY WB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.8m (19.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 30704,  Location: 0.47fr609 0.30to607 (Lat: 38.906969,  Lng: -77.462422),  Route carried "on" structure: County highway 50,  Year Built: 2013,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 51,398 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 71,957 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. OF DEAD RUN,  Facility Carried by Structure: LEE JACKSON HWY
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
Find on map >>   Show street view

Structure Number: 30952,  Location: .55 FR 28 1.61 TO 50 (Lat: 38.852008,  Lng: -77.402967),  Route carried "on" structure: Interstate 66,  Year Built: 2021,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 61,832 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 86,565 (year 2040),  Design Load: HL 93,  Features Intersected: STRINGFELLOW RD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing
Find on map >>   Show street view

Structure Number: 31051,  Location: 00.40fr66 00.04to620 (Lat: 38.850525,  Lng: -77.432961),  Route carried "on" structure: County highway 620,  Year Built: 2020,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 2,500 (year 2020),  Average Future Daily Traffic: 6,000 (year 2035),  Design Load: HL 93,  Features Intersected: ROUTE 28 NB CD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other
Discuss Chantilly, Virginia (VA) on our hugely popular Virginia forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2024 Advameg, Inc.