Bridge Statistics for Potomac Mills, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 240ft / 73.3mTotal length
- $1,283,000Total costs
- 1,195,906Total average daily traffic
- 19,978Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Potomac Mills
- No street view available for this location
- New bridges - historical statistics
- 61980-1989
- 131990-1999
- Bridge Condition - Deck
- 80.0%Good
- 20.0%Satisfactory
- Bridge Condition - Superstructure
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 40.0%Good
- 60.0%Satisfactory
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Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "on" structure: County highway 2000, Year Built: 1982, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 22,825 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 31,687 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.806, Lanes on structure: 5, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 51.2m (168.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.39m (47.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $55,000, Total Project Cost: $125,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "on" structure: County highway 2000, Year Built: 1982, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 22,825 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 31,687 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.806, Lanes on structure: 5, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 51.2m (168.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.39m (47.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $55,000, Total Project Cost: $125,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23558, Location: 00.20 1781 / 00.18 3000 (Lat: 38.654603, Lng: -77.286658), Route carried "on" structure: Ramp County highway 294, Year Built: 1992, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 21,944 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 65,832 (year 2034), Design Load: HS 20, Features Intersected: PR. WM. CO. PARKWAY, Facility Carried by Structure: EB RAMP TO PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Lanes under structure: 7, 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: 2, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $210,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 23558, Location: 00.20 1781 / 00.18 3000 (Lat: 38.654603, Lng: -77.286658), Route carried "on" structure: Ramp County highway 294, Year Built: 1992, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 21,944 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 65,832 (year 2034), Design Load: HS 20, Features Intersected: PR. WM. CO. PARKWAY, Facility Carried by Structure: EB RAMP TO PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Lanes under structure: 7, 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: 2, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $210,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 24315, Location: 01.25FR2000/01.10TO1 (Lat: 38.656622, Lng: -77.280389), Route carried "on" structure: County highway 294, Year Built: 1995, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 60,343 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 84,480 (year 2040), Design Load: HS 20, Features Intersected: I-95 SBL; NBL; HOV, Facility Carried by Structure: PRINCE WM. PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.2m (168.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 37.4m (122.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.86m (42.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $600,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24315, Location: 01.25FR2000/01.10TO1 (Lat: 38.656622, Lng: -77.280389), Route carried "on" structure: County highway 294, Year Built: 1995, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 60,343 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 84,480 (year 2040), Design Load: HS 20, Features Intersected: I-95 SBL; NBL; HOV, Facility Carried by Structure: PRINCE WM. PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.2m (168.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 37.4m (122.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.86m (42.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $600,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24479, Location: 01.4FRDale/00.50TO294 (Lat: 38.648711, Lng: -77.284333), Route carried "on" structure: Ramp Interstate 95, Year Built: 1995, Status: Open, Structure Length: 19.51m (64.01ft), Average Daily Traffic: 1,000 (year 1995), Average Future Daily Traffic: 65,000 (year 2034), Design Load: HS 20, Features Intersected: S.B.L. RTE.95, Facility Carried by Structure: S.B. FLYOVER RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 254.175, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( 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: 24479, Location: 01.4FRDale/00.50TO294 (Lat: 38.648711, Lng: -77.284333), Route carried "on" structure: Ramp Interstate 95, Year Built: 1995, Status: Open, Structure Length: 19.51m (64.01ft), Average Daily Traffic: 1,000 (year 1995), Average Future Daily Traffic: 65,000 (year 2034), Design Load: HS 20, Features Intersected: S.B.L. RTE.95, Facility Carried by Structure: S.B. FLYOVER RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 254.175, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24484, Location: 01.70FRTE.123/00.65TO294 (Lat: 38.661544, Lng: -77.277033), Route carried "on" structure: Ramp Interstate 95, Year Built: 1995, Status: Open, Structure Length: 19.45m (63.81ft), Average Daily Traffic: 14,034 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 12,000 (year 2034), Design Load: HS 20, Features Intersected: S.B.L. 95, Facility Carried by Structure: HOV RAMP TO CM.LOT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.054, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $220,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24484, Location: 01.70FRTE.123/00.65TO294 (Lat: 38.661544, Lng: -77.277033), Route carried "on" structure: Ramp Interstate 95, Year Built: 1995, Status: Open, Structure Length: 19.45m (63.81ft), Average Daily Traffic: 14,034 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 12,000 (year 2034), Design Load: HS 20, Features Intersected: S.B.L. 95, Facility Carried by Structure: HOV RAMP TO CM.LOT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.054, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $220,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26266, Location: 00.12FR2000/00.05TO2528 (Lat: 38.660281, Lng: -77.315164), Route carried "on" structure: County highway 2527, Year Built: 1990, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,658 (year 2010), Average Future Daily Traffic: 1,907 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF LAKE OMISOL, Facility Carried by Structure: BURR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.39m (47.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $56,000, Total Project Cost: $125,000
Structure Number: 26266, Location: 00.12FR2000/00.05TO2528 (Lat: 38.660281, Lng: -77.315164), Route carried "on" structure: County highway 2527, Year Built: 1990, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,658 (year 2010), Average Future Daily Traffic: 1,907 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF LAKE OMISOL, Facility Carried by Structure: BURR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.39m (47.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $56,000, Total Project Cost: $125,000
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Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 186,506 (year 2008), Truck Traffic: 4%, Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 253.804, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 186,506 (year 2008), Truck Traffic: 4%, Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 253.804, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 104,030 (year 1994), Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 253.868, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 104,030 (year 1994), Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 253.868, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 104,030 (year 1994), Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 253.868, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 104,030 (year 1994), Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 253.868, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "under" structure: State highway 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 104,030 (year 1996), Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 10.829, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "under" structure: State highway 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 104,030 (year 1996), Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 10.829, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 186,506 (year 2008), Truck Traffic: 4%, Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 253.804, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 14334, Location: 00.12 1781 / 00.90 1381 (Lat: 38.636350, Lng: -77.290914), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 186,506 (year 2008), Truck Traffic: 4%, Features Intersected: ROUTE 95, Facility Carried by Structure: OPITZ BOULEVARD
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 253.804, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 23558, Location: 00.20 1781 / 00.18 3000 (Lat: 38.654603, Lng: -77.286658), Route carried "under" structure: State highway 294, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 50,000 (year 1994), Features Intersected: PR. WM. CO. PARKWAY, Facility Carried by Structure: EB RAMP TO PARKWAY
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 23558, Location: 00.20 1781 / 00.18 3000 (Lat: 38.654603, Lng: -77.286658), Route carried "under" structure: State highway 294, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 50,000 (year 1994), Features Intersected: PR. WM. CO. PARKWAY, Facility Carried by Structure: EB RAMP TO PARKWAY
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 23558, Location: 00.20 1781 / 00.18 3000 (Lat: 38.654603, Lng: -77.286658), Route carried "under" structure: State highway 294, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 50,000 (year 1994), Truck Traffic: 4%, Features Intersected: PR. WM. CO. PARKWAY, Facility Carried by Structure: EB RAMP TO PARKWAY
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 23558, Location: 00.20 1781 / 00.18 3000 (Lat: 38.654603, Lng: -77.286658), Route carried "under" structure: State highway 294, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 50,000 (year 1994), Truck Traffic: 4%, Features Intersected: PR. WM. CO. PARKWAY, Facility Carried by Structure: EB RAMP TO PARKWAY
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 24315, Location: 01.25FR2000/01.10TO1 (Lat: 38.656622, Lng: -77.280389), Route carried "under" structure: Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 55,000 (year 1994), Features Intersected: I-95 SBL; NBL; HOV, Facility Carried by Structure: PRINCE WM. PARKWAY
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 24315, Location: 01.25FR2000/01.10TO1 (Lat: 38.656622, Lng: -77.280389), Route carried "under" structure: Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 55,000 (year 1994), Features Intersected: I-95 SBL; NBL; HOV, Facility Carried by Structure: PRINCE WM. PARKWAY
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 24315, Location: 01.25FR2000/01.10TO1 (Lat: 38.656622, Lng: -77.280389), Route carried "under" structure: Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 1994), Features Intersected: I-95 SBL; NBL; HOV, Facility Carried by Structure: PRINCE WM. PARKWAY
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 24315, Location: 01.25FR2000/01.10TO1 (Lat: 38.656622, Lng: -77.280389), Route carried "under" structure: Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 1994), Features Intersected: I-95 SBL; NBL; HOV, Facility Carried by Structure: PRINCE WM. PARKWAY
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 24315, Location: 01.25FR2000/01.10TO1 (Lat: 38.656622, Lng: -77.280389), Route carried "under" structure: Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 55,000 (year 1994), Features Intersected: I-95 SBL; NBL; HOV, Facility Carried by Structure: PRINCE WM. PARKWAY
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 24315, Location: 01.25FR2000/01.10TO1 (Lat: 38.656622, Lng: -77.280389), Route carried "under" structure: Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 55,000 (year 1994), Features Intersected: I-95 SBL; NBL; HOV, Facility Carried by Structure: PRINCE WM. PARKWAY
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 24315, Location: 01.25FR2000/01.10TO1 (Lat: 38.656622, Lng: -77.280389), Route carried "under" structure: Ramp Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 1994), Features Intersected: I-95 SBL; NBL; HOV, Facility Carried by Structure: PRINCE WM. PARKWAY
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 24315, Location: 01.25FR2000/01.10TO1 (Lat: 38.656622, Lng: -77.280389), Route carried "under" structure: Ramp Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 1994), Features Intersected: I-95 SBL; NBL; HOV, Facility Carried by Structure: PRINCE WM. PARKWAY
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 24479, Location: 01.4FRDale/00.50TO294 (Lat: 38.648711, Lng: -77.284333), Route carried "under" structure: Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 150,000 (year 1994), Features Intersected: S.B.L. RTE.95, Facility Carried by Structure: S.B. FLYOVER RAMP
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 256.217, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 24479, Location: 01.4FRDale/00.50TO294 (Lat: 38.648711, Lng: -77.284333), Route carried "under" structure: Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 150,000 (year 1994), Features Intersected: S.B.L. RTE.95, Facility Carried by Structure: S.B. FLYOVER RAMP
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 256.217, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 24484, Location: 01.70FRTE.123/00.65TO294 (Lat: 38.661544, Lng: -77.277033), Route carried "under" structure: Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1994), Features Intersected: S.B.L. 95, Facility Carried by Structure: HOV RAMP TO CM.LOT
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 255.831, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft)
Structure Number: 24484, Location: 01.70FRTE.123/00.65TO294 (Lat: 38.661544, Lng: -77.277033), Route carried "under" structure: Interstate 95, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1994), Features Intersected: S.B.L. 95, Facility Carried by Structure: HOV RAMP TO CM.LOT
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 255.831, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft)