Bridge Statistics for Buckhall, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 37Number of bridges
- 410ft / 125mTotal length
- $95,717,000Total costs
- 384,325Total average daily traffic
- 20,485Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Buckhall
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 31980-1989
- 111990-1999
- 192000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 85.7%Good
- 14.3%Satisfactory
- Bridge Condition - Superstructure
- 14.3%Very good
- 71.4%Good
- 14.3%Satisfactory
- Bridge Condition - Substructure
- 64.3%Good
- 35.7%Satisfactory
- Bridge Condition - Channel
- 6.3%Very good
- 25.0%Good
- 53.1%Satisfactory
- 12.5%Fair
- 3.1%Poor
- Bridge Condition - Culverts
- 76.2%Good
- 19.0%Satisfactory
- 4.8%Fair
Find on map >> Show street view
Structure Number: 6752, Location: 00.50FR8600/00.40TO4559 (Lat: 38.735686, Lng: -77.364058), Route carried "on" structure: County highway 643, Year Built: 1989, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,063 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,688 (year 2040), Design Load: HL 93, Features Intersected: WOLF CREEK, Facility Carried by Structure: HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, 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: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $99,000, Total Project Cost: $175,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6752, Location: 00.50FR8600/00.40TO4559 (Lat: 38.735686, Lng: -77.364058), Route carried "on" structure: County highway 643, Year Built: 1989, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,063 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,688 (year 2040), Design Load: HL 93, Features Intersected: WOLF CREEK, Facility Carried by Structure: HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, 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: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $99,000, Total Project Cost: $175,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 14306, Location: 00.15 649 / 02.30 648 (Lat: 38.687314, Lng: -77.491428), Route carried "on" structure: County highway 619, Year Built: 1986, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 5,109 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,620 (year 2040), Design Load: HS 20, Features Intersected: CEDAR RUN, Facility Carried by Structure: BRISTOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.972, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.7 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,335,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,500,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14306, Location: 00.15 649 / 02.30 648 (Lat: 38.687314, Lng: -77.491428), Route carried "on" structure: County highway 619, Year Built: 1986, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 5,109 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,620 (year 2040), Design Load: HS 20, Features Intersected: CEDAR RUN, Facility Carried by Structure: BRISTOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.972, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.7 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,335,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,500,000 ( 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: 14307, Location: 00.40FR651/01.55TO611 (Lat: 38.699792, Lng: -77.511806), Route carried "on" structure: County highway 619, Year Built: 1950, Year Reconstructed: 1997, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 4,541 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,995 (year 2040), Design Load: HS 20, Features Intersected: KETTLE RUN, Facility Carried by Structure: BRISTOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.412, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 82.6 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $66,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14307, Location: 00.40FR651/01.55TO611 (Lat: 38.699792, Lng: -77.511806), Route carried "on" structure: County highway 619, Year Built: 1950, Year Reconstructed: 1997, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 4,541 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,995 (year 2040), Design Load: HS 20, Features Intersected: KETTLE RUN, Facility Carried by Structure: BRISTOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.412, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 82.6 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $66,000, Total Project Cost: $160,000, 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: 14338, Location: 00.70 234 / 00.30 1446 (Lat: 38.691400, Lng: -77.430894), Route carried "on" structure: County highway 643, Year Built: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,878 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 6,829 (year 2040), Design Load: HS 20, Features Intersected: PURCELL BRANCH, Facility Carried by Structure: PURCELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $77,000, Total Project Cost: $125,000
Structure Number: 14338, Location: 00.70 234 / 00.30 1446 (Lat: 38.691400, Lng: -77.430894), Route carried "on" structure: County highway 643, Year Built: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,878 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 6,829 (year 2040), Design Load: HS 20, Features Intersected: PURCELL BRANCH, Facility Carried by Structure: PURCELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $77,000, Total Project Cost: $125,000
Find on map >> Show street view
Structure Number: 14347, Location: 00.01 747 / 00.83 692 (Lat: 38.698253, Lng: -77.485708), Route carried "on" structure: County highway 649, Year Built: 1957, Year Reconstructed: 2015, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 2,132 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,345 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: BRENTSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.519, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $40,000,000, Roadway Improvement Cost: $10,000,000, Total Project Cost: $90,000,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 14347, Location: 00.01 747 / 00.83 692 (Lat: 38.698253, Lng: -77.485708), Route carried "on" structure: County highway 649, Year Built: 1957, Year Reconstructed: 2015, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 2,132 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,345 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: BRENTSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.519, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $40,000,000, Roadway Improvement Cost: $10,000,000, Total Project Cost: $90,000,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Find on map >> Show street view
Structure Number: 14355, Location: 01.49FR612/00.42TO770 (Lat: 38.718231, Lng: -77.394211), Route carried "on" structure: County highway 663, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 6,713 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,384 (year 2040), Design Load: HS 20+Mod, Features Intersected: OCCOQUAN RIVER, Facility Carried by Structure: DAVIS FORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.353, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, 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: 85.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $120,000, Total Project Cost: $200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14355, Location: 01.49FR612/00.42TO770 (Lat: 38.718231, Lng: -77.394211), Route carried "on" structure: County highway 663, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 6,713 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,384 (year 2040), Design Load: HS 20+Mod, Features Intersected: OCCOQUAN RIVER, Facility Carried by Structure: DAVIS FORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.353, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, 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: 85.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $120,000, Total Project Cost: $200,000, 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: 14385, Location: 00.39FR1080/00.35TO663 (Lat: 38.711192, Lng: -77.391578), Route carried "on" structure: County highway 770, Year Built: 1992, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,391 (year 2019), Average Future Daily Traffic: 1,975 (year 2040), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: RIVER FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $7,000, Total Project Cost: $20,000
Structure Number: 14385, Location: 00.39FR1080/00.35TO663 (Lat: 38.711192, Lng: -77.391578), Route carried "on" structure: County highway 770, Year Built: 1992, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,391 (year 2019), Average Future Daily Traffic: 1,975 (year 2040), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: RIVER FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $7,000, Total Project Cost: $20,000
Find on map >> Show street view
Structure Number: 23758, Location: 00.04 STAT. /00.85TO2590 (Lat: 38.745300, Lng: -77.445264), Route carried "on" structure: County highway 2594, Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,173 (year 2010), Average Future Daily Traffic: 1,877 (year 2040), Design Load: HS 20, Features Intersected: BUCKHALL BRANCH, Facility Carried by Structure: MANASSAS FORGE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, 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: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $100,000, Total Project Cost: $175,000
Structure Number: 23758, Location: 00.04 STAT. /00.85TO2590 (Lat: 38.745300, Lng: -77.445264), Route carried "on" structure: County highway 2594, Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,173 (year 2010), Average Future Daily Traffic: 1,877 (year 2040), Design Load: HS 20, Features Intersected: BUCKHALL BRANCH, Facility Carried by Structure: MANASSAS FORGE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, 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: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $100,000, Total Project Cost: $175,000
Find on map >> Show street view
Structure Number: 24209, Location: 3.50Mi Fr663/2.00Mi To612 (Lat: 38.710742, Lng: -77.410794), Route carried "on" structure: County highway 294, Year Built: 1994, Status: Open, Structure Length: 15.64m (51.31ft), Average Daily Traffic: 24,842 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 32,365 (year 2040), Design Load: HS 20, Features Intersected: OCCOQUAN RESERVOIR, Facility Carried by Structure: PRINCE WILLIAM PKY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.829, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 77.1m (253.0ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 35.0m (114.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.64m (51.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $190,000, Total Project Cost: $300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24209, Location: 3.50Mi Fr663/2.00Mi To612 (Lat: 38.710742, Lng: -77.410794), Route carried "on" structure: County highway 294, Year Built: 1994, Status: Open, Structure Length: 15.64m (51.31ft), Average Daily Traffic: 24,842 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 32,365 (year 2040), Design Load: HS 20, Features Intersected: OCCOQUAN RESERVOIR, Facility Carried by Structure: PRINCE WILLIAM PKY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.829, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 77.1m (253.0ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 35.0m (114.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.64m (51.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $190,000, Total Project Cost: $300,000, 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: 24218, Location: 2.10 Fr 642/00.60 To 3020 (Lat: 38.694867, Lng: -77.391942), Route carried "on" structure: County highway 294, Year Built: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 23,261 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 32,565 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF CROOKED CREEK, Facility Carried by Structure: PRINCE WILLIAM PKY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.114, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), 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: 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: 13.41m (44.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $54,000, Total Project Cost: $110,000
Structure Number: 24218, Location: 2.10 Fr 642/00.60 To 3020 (Lat: 38.694867, Lng: -77.391942), Route carried "on" structure: County highway 294, Year Built: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 23,261 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 32,565 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF CROOKED CREEK, Facility Carried by Structure: PRINCE WILLIAM PKY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.114, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), 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: 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: 13.41m (44.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $54,000, Total Project Cost: $110,000
Find on map >> Show street view
Structure Number: 24219, Location: 00.17FR1086/00.02TO3000 (Lat: 38.700731, Lng: -77.408103), Route carried "on" structure: County highway 770, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 485 (year 2010), Average Future Daily Traffic: 558 (year 2040), Design Load: HS 20, Features Intersected: CHAMPS MILL BRANCH, Facility Carried by Structure: SCENIC POINTE PL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 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: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $55,000, Total Project Cost: $120,000 ( Estimate for 2015)
Structure Number: 24219, Location: 00.17FR1086/00.02TO3000 (Lat: 38.700731, Lng: -77.408103), Route carried "on" structure: County highway 770, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 485 (year 2010), Average Future Daily Traffic: 558 (year 2040), Design Load: HS 20, Features Intersected: CHAMPS MILL BRANCH, Facility Carried by Structure: SCENIC POINTE PL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 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: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $55,000, Total Project Cost: $120,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 24232, Location: 00.30FR709/00.40TO648 (Lat: 38.677225, Lng: -77.509522), Route carried "on" structure: County highway 649, Year Built: 1995, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,315 (year 2016), Average Future Daily Traffic: 1,946 (year 2040), Design Load: HS 20, Features Intersected: SLATE RUN, Facility Carried by Structure: OLD CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 80.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: June 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $79,000, Total Project Cost: $175,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24232, Location: 00.30FR709/00.40TO648 (Lat: 38.677225, Lng: -77.509522), Route carried "on" structure: County highway 649, Year Built: 1995, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,315 (year 2016), Average Future Daily Traffic: 1,946 (year 2040), Design Load: HS 20, Features Intersected: SLATE RUN, Facility Carried by Structure: OLD CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 80.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: June 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $79,000, Total Project Cost: $175,000, 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: 25264, Location: 00.32FR641/01.25TO614 (Lat: 38.741547, Lng: -77.387411), Route carried "on" structure: County highway 612, Year Built: 1997, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 13,439 (year 2020), Average Future Daily Traffic: 18,490 (year 2040), Design Load: HS 25 or greater, Features Intersected: BULL RUN, Facility Carried by Structure: OLD YATES FORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $89,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25264, Location: 00.32FR641/01.25TO614 (Lat: 38.741547, Lng: -77.387411), Route carried "on" structure: County highway 612, Year Built: 1997, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 13,439 (year 2020), Average Future Daily Traffic: 18,490 (year 2040), Design Load: HS 25 or greater, Features Intersected: BULL RUN, Facility Carried by Structure: OLD YATES FORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $89,000, Total Project Cost: $150,000, 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: 25272, Location: 00.20FR649/01.33TO728 (Lat: 38.691583, Lng: -77.494403), Route carried "on" structure: County highway 692, Year Built: 1998, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 2,209 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,093 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: LUCASVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 90.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25272, Location: 00.20FR649/01.33TO728 (Lat: 38.691583, Lng: -77.494403), Route carried "on" structure: County highway 692, Year Built: 1998, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 2,209 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,093 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: LUCASVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 90.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 25331, Location: 00.22FR1075/00.05TO0000 (Lat: 38.684281, Lng: -77.432472), Route carried "on" structure: County highway 1073, Year Built: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 314 (year 2016), Average Future Daily Traffic: 465 (year 2040), Design Load: HS 20+Mod, Features Intersected: PURCELL BRANCH, Facility Carried by Structure: SLY FOX LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 25331, Location: 00.22FR1075/00.05TO0000 (Lat: 38.684281, Lng: -77.432472), Route carried "on" structure: County highway 1073, Year Built: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 314 (year 2016), Average Future Daily Traffic: 465 (year 2040), Design Load: HS 20+Mod, Features Intersected: PURCELL BRANCH, Facility Carried by Structure: SLY FOX LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Find on map >> Show street view
Structure Number: 25752, Location: 00.42FR28/00.61TOCLOVER H (Lat: 38.736719, Lng: -77.513008), Route carried "on" structure: Bypass State highway 234, Year Built: 1999, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 19,521 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 27,331 (year 2040), Design Load: HS 20, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $98,000, Total Project Cost: $176,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25752, Location: 00.42FR28/00.61TOCLOVER H (Lat: 38.736719, Lng: -77.513008), Route carried "on" structure: Bypass State highway 234, Year Built: 1999, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 19,521 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 27,331 (year 2040), Design Load: HS 20, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $98,000, Total Project Cost: $176,000, 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: 25753, Location: 01.30FRCLOVER/00.42TO 28 (Lat: 38.736800, Lng: -77.512800), Route carried "on" structure: Bypass State highway 234, Year Built: 1999, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 19,521 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 27,331 (year 2040), Design Load: HS 20, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $99,000, Total Project Cost: $175,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25753, Location: 01.30FRCLOVER/00.42TO 28 (Lat: 38.736800, Lng: -77.512800), Route carried "on" structure: Bypass State highway 234, Year Built: 1999, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 19,521 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 27,331 (year 2040), Design Load: HS 20, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $99,000, Total Project Cost: $175,000, 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: 25832, Location: 00.28FR0000/00.20TO 10012 (Lat: 38.784464, Lng: -77.412856), Route carried "on" structure: County highway 8880, Year Built: 2000, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 409 (year 2019), Average Future Daily Traffic: 452 (year 2040), Design Load: HS 20+Mod, Features Intersected: JOHNNY MOORE CREEK, Facility Carried by Structure: BALMORAL GREENS AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: 0.46m (1.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $50,000, Total Project Cost: $110,000 ( Estimate for 2016)
Structure Number: 25832, Location: 00.28FR0000/00.20TO 10012 (Lat: 38.784464, Lng: -77.412856), Route carried "on" structure: County highway 8880, Year Built: 2000, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 409 (year 2019), Average Future Daily Traffic: 452 (year 2040), Design Load: HS 20+Mod, Features Intersected: JOHNNY MOORE CREEK, Facility Carried by Structure: BALMORAL GREENS AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: 0.46m (1.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $50,000, Total Project Cost: $110,000 ( Estimate for 2016)
Find on map >> Show street view
Structure Number: 25898, Location: 01.70FR649/00.25TOCLOVER (Lat: 38.722722, Lng: -77.494031), Route carried "on" structure: State highway 234, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 39,043 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 54,660 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 25898, Location: 01.70FR649/00.25TOCLOVER (Lat: 38.722722, Lng: -77.494031), Route carried "on" structure: State highway 234, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 39,043 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 54,660 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Find on map >> Show street view
Structure Number: 259, Location: 00.50FRCLOV/01.02TO28NOKE (Lat: 38.727494, Lng: -77.502311), Route carried "on" structure: State highway 234, Year Built: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 39,043 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 54,660 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB OF CANNON BRANCH, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 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: 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, 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: August 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 259, Location: 00.50FRCLOV/01.02TO28NOKE (Lat: 38.727494, Lng: -77.502311), Route carried "on" structure: State highway 234, Year Built: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 39,043 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 54,660 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB OF CANNON BRANCH, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 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: 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, 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: August 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Find on map >> Show street view
Structure Number: 25901, Location: 00.40FRCLOVER/00.65TO28 (Lat: 38.730153, Lng: -77.505300), Route carried "on" structure: State highway 234, Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 39,043 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 54,660 (year 2040), Design Load: HS 20, Features Intersected: WINTER'S BRANCH, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 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: March 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 25901, Location: 00.40FRCLOVER/00.65TO28 (Lat: 38.730153, Lng: -77.505300), Route carried "on" structure: State highway 234, Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 39,043 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 54,660 (year 2040), Design Load: HS 20, Features Intersected: WINTER'S BRANCH, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 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: March 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Find on map >> Show street view
Structure Number: 25902, Location: 00.25FR234/01.00TOWAKEM (Lat: 38.721444, Lng: -77.497719), Route carried "on" structure: County highway 3235, Year Built: 2000, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,874 (year 2013), Average Future Daily Traffic: 2,127 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: CLOVER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 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: 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $50,000, Total Project Cost: $120,000 ( Estimate for 2014)
Structure Number: 25902, Location: 00.25FR234/01.00TOWAKEM (Lat: 38.721444, Lng: -77.497719), Route carried "on" structure: County highway 3235, Year Built: 2000, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,874 (year 2013), Average Future Daily Traffic: 2,127 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: CLOVER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 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: 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $50,000, Total Project Cost: $120,000 ( Estimate for 2014)
Find on map >> Show street view
Structure Number: 25903, Location: 00.20FR0000/00.60TO692 (Lat: 38.724033, Lng: -77.491400), Route carried "on" structure: County highway 661, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,195 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,073 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: GODWIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, 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: 13.50m (44.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $66,000, Total Project Cost: $125,000
Structure Number: 25903, Location: 00.20FR0000/00.60TO692 (Lat: 38.724033, Lng: -77.491400), Route carried "on" structure: County highway 661, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,195 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,073 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: GODWIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, 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: 13.50m (44.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $66,000, Total Project Cost: $125,000
Find on map >> Show street view
Structure Number: 25904, Location: 0.32-RTE713/0.16-RTE661 (Lat: 38.717944, Lng: -77.482639), Route carried "on" structure: County highway 692, Year Built: 2000, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,653 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,325 (year 2040), Design Load: HS 20, Features Intersected: PrinceWilliams Pkwy,234, Facility Carried by Structure: LUCASVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.604, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), 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: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $500,000, Total Project Cost: $700,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25904, Location: 0.32-RTE713/0.16-RTE661 (Lat: 38.717944, Lng: -77.482639), Route carried "on" structure: County highway 692, Year Built: 2000, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,653 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,325 (year 2040), Design Load: HS 20, Features Intersected: PrinceWilliams Pkwy,234, Facility Carried by Structure: LUCASVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.604, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), 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: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $500,000, Total Project Cost: $700,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 25906, Location: 00.30FR649/00.88TOCLOVER (Lat: 38.715372, Lng: -77.469644), Route carried "on" structure: State highway 234, Year Built: 2000, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 39,043 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 54,660 (year 2040), Design Load: HS 20, Features Intersected: PINEY BRANCH, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $70,000, Total Project Cost: $125,000
Structure Number: 25906, Location: 00.30FR649/00.88TOCLOVER (Lat: 38.715372, Lng: -77.469644), Route carried "on" structure: State highway 234, Year Built: 2000, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 39,043 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 54,660 (year 2040), Design Load: HS 20, Features Intersected: PINEY BRANCH, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $70,000, Total Project Cost: $125,000
Find on map >> Show street view
Structure Number: 26241, Location: 00.35FR234/00.90TOWAKEM (Lat: 38.721175, Lng: -77.499292), Route carried "on" structure: County highway 3235, Year Built: 2000, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,666 (year 2020), Average Future Daily Traffic: 2,332 (year 2040), Design Load: HS 20, Features Intersected: COCKRELL BRANCH, Facility Carried by Structure: Harry J Parrish BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 88.9 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016)
Structure Number: 26241, Location: 00.35FR234/00.90TOWAKEM (Lat: 38.721175, Lng: -77.499292), Route carried "on" structure: County highway 3235, Year Built: 2000, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,666 (year 2020), Average Future Daily Traffic: 2,332 (year 2040), Design Load: HS 20, Features Intersected: COCKRELL BRANCH, Facility Carried by Structure: Harry J Parrish BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 88.9 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016)
Find on map >> Show street view
Structure Number: 26298, Location: .10FR234/1.50TOLIBERIA AV (Lat: 38.708514, Lng: -77.448994), Route carried "on" structure: County highway 688, Year Built: 2002, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,630 (year 2040), Design Load: HS 20, Features Intersected: CABIN RUN, Facility Carried by Structure: LAKE JACKSON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $220,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26298, Location: .10FR234/1.50TOLIBERIA AV (Lat: 38.708514, Lng: -77.448994), Route carried "on" structure: County highway 688, Year Built: 2002, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,630 (year 2040), Design Load: HS 20, Features Intersected: CABIN RUN, Facility Carried by Structure: LAKE JACKSON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $220,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 26324, Location: 00.15FR688/01.10TO643 (Lat: 38.704753, Lng: -77.445642), Route carried "on" structure: State highway 234, Year Built: 2001, Status: Open, Structure Length: 15.79m (51.80ft), Average Daily Traffic: 36,160 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 50,624 (year 2040), Design Load: HS 20, Features Intersected: OCCOQUAN RIVER - 1022, Facility Carried by Structure: DUMFRIES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.416, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.3m (178.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
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: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: 18.29m (60.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $450,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26324, Location: 00.15FR688/01.10TO643 (Lat: 38.704753, Lng: -77.445642), Route carried "on" structure: State highway 234, Year Built: 2001, Status: Open, Structure Length: 15.79m (51.80ft), Average Daily Traffic: 36,160 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 50,624 (year 2040), Design Load: HS 20, Features Intersected: OCCOQUAN RIVER - 1022, Facility Carried by Structure: DUMFRIES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.416, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.3m (178.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
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: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: 18.29m (60.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $450,000, 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: 26341, Location: 00.38FR234/00.96TO667 (Lat: 38.720583, Lng: -77.460936), Route carried "on" structure: County highway 294, Year Built: 2000, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 20,635 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 28,889 (year 2040), Design Load: HS 20, Features Intersected: CABIN RUN, Facility Carried by Structure: PR. WILLIAM CO PKY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.397, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: $33,000, Roadway Improvement Cost: $45,000, Total Project Cost: $100,000
Structure Number: 26341, Location: 00.38FR234/00.96TO667 (Lat: 38.720583, Lng: -77.460936), Route carried "on" structure: County highway 294, Year Built: 2000, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 20,635 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 28,889 (year 2040), Design Load: HS 20, Features Intersected: CABIN RUN, Facility Carried by Structure: PR. WILLIAM CO PKY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.397, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: $33,000, Roadway Improvement Cost: $45,000, Total Project Cost: $100,000
Find on map >> Show street view
Structure Number: 28218, Location: 00.23FRWAKE/00.70TOCLOVER (Lat: 38.725994, Lng: -77.504161), Route carried "on" structure: ServiceCounty highway 861, Year Built: 2005, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,666 (year 2020), Average Future Daily Traffic: 2,332 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF CANNON BRANCH, Facility Carried by Structure: AIRPORT ACCESS RD.
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: 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: Good, 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: Better than present minimum criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $25,000, Total Project Cost: $55,000
Structure Number: 28218, Location: 00.23FRWAKE/00.70TOCLOVER (Lat: 38.725994, Lng: -77.504161), Route carried "on" structure: ServiceCounty highway 861, Year Built: 2005, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,666 (year 2020), Average Future Daily Traffic: 2,332 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF CANNON BRANCH, Facility Carried by Structure: AIRPORT ACCESS RD.
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: 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: Good, 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: Better than present minimum criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $25,000, Total Project Cost: $55,000
Find on map >> Show street view
Structure Number: 28219, Location: 00.23FRWAKE/00.70TOCLOVER (Lat: 38.727194, Lng: -77.507539), Route carried "on" structure: ServiceCounty highway 861, Year Built: 2005, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,666 (year 2020), Average Future Daily Traffic: 2,332 (year 2040), Design Load: HS 20, Features Intersected: WINTERS BRANCH, Facility Carried by Structure: AIRPORT ACCESS RD.
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: Better than present minimum criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $15,000, Total Project Cost: $55,000
Structure Number: 28219, Location: 00.23FRWAKE/00.70TOCLOVER (Lat: 38.727194, Lng: -77.507539), Route carried "on" structure: ServiceCounty highway 861, Year Built: 2005, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,666 (year 2020), Average Future Daily Traffic: 2,332 (year 2040), Design Load: HS 20, Features Intersected: WINTERS BRANCH, Facility Carried by Structure: AIRPORT ACCESS RD.
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: Better than present minimum criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $15,000, Total Project Cost: $55,000
Find on map >> Show street view
Structure Number: 2822, Location: 00.04FRWAKE/00.80TOCLOVER (Lat: 38.726786, Lng: -77.509636), Route carried "on" structure: ServiceCounty highway 861, Year Built: 2005, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,666 (year 2020), Average Future Daily Traffic: 2,332 (year 2040), Design Load: HS 20, Features Intersected: CANNON BRANCH, Facility Carried by Structure: AIRPORT ACCESS RD.
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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: 25.97m (85.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $25,000, Total Project Cost: $75,000
Structure Number: 2822, Location: 00.04FRWAKE/00.80TOCLOVER (Lat: 38.726786, Lng: -77.509636), Route carried "on" structure: ServiceCounty highway 861, Year Built: 2005, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,666 (year 2020), Average Future Daily Traffic: 2,332 (year 2040), Design Load: HS 20, Features Intersected: CANNON BRANCH, Facility Carried by Structure: AIRPORT ACCESS RD.
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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: 25.97m (85.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $25,000, Total Project Cost: $75,000
Find on map >> Show street view
Structure Number: 28423, Location: 00.61FROM692/00.10TO234 (Lat: 38.719522, Lng: -77.470397), Route carried "on" structure: County highway 661, Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,667 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,334 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 28423, Location: 00.61FROM692/00.10TO234 (Lat: 38.719522, Lng: -77.470397), Route carried "on" structure: County highway 661, Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,667 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,334 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Find on map >> Show street view
Structure Number: 28711, Location: 00.18FR0689/00.20TODEAD (Lat: 38.745350, Lng: -77.447269), Route carried "on" structure: County highway 3617, Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,642 (year 2013), Average Future Daily Traffic: 2,999 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BUCKHALL BR., Facility Carried by Structure: JANET ROSE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 28711, Location: 00.18FR0689/00.20TODEAD (Lat: 38.745350, Lng: -77.447269), Route carried "on" structure: County highway 3617, Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,642 (year 2013), Average Future Daily Traffic: 2,999 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BUCKHALL BR., Facility Carried by Structure: JANET ROSE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Find on map >> Show street view
Structure Number: 29987, Location: .52 From 661To.30Hastings (Lat: 38.728094, Lng: -77.481558), Route carried "on" structure: Bypass County highway 692, Year Built: 2012, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,047 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,552 (year 2040), Design Load: HS 20+Mod, Features Intersected: Tribute of Broad Run, Facility Carried by Structure: LUCASVILLE ROAD
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: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 29987, Location: .52 From 661To.30Hastings (Lat: 38.728094, Lng: -77.481558), Route carried "on" structure: Bypass County highway 692, Year Built: 2012, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,047 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,552 (year 2040), Design Load: HS 20+Mod, Features Intersected: Tribute of Broad Run, Facility Carried by Structure: LUCASVILLE ROAD
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: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 25904, Location: 0.32-RTE713/0.16-RTE661 (Lat: 38.717944, Lng: -77.482639), Route carried "under" structure: Alternate County highway 234, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2001), Features Intersected: PrinceWilliams Pkwy,234, Facility Carried by Structure: LUCASVILLE ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
Structure Number: 25904, Location: 0.32-RTE713/0.16-RTE661 (Lat: 38.717944, Lng: -77.482639), Route carried "under" structure: Alternate County highway 234, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2001), Features Intersected: PrinceWilliams Pkwy,234, Facility Carried by Structure: LUCASVILLE ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
Find on map >> Show street view
Structure Number: 25904, Location: 0.32-RTE713/0.16-RTE661 (Lat: 38.717944, Lng: -77.482639), Route carried "under" structure: Alternate County highway 234, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2003), Features Intersected: PrinceWilliams Pkwy,234, Facility Carried by Structure: LUCASVILLE ROAD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
Structure Number: 25904, Location: 0.32-RTE713/0.16-RTE661 (Lat: 38.717944, Lng: -77.482639), Route carried "under" structure: Alternate County highway 234, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2003), Features Intersected: PrinceWilliams Pkwy,234, Facility Carried by Structure: LUCASVILLE ROAD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)