Bridge Statistics for The Plains, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 299ft / 91mTotal length
- $70,000Total costs
- 228,863Total average daily traffic
- 15,023Total average daily truck traffic
- 503,481Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for The Plains
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 161970-1979
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- 12010-2018
- Bridge Condition - Deck
- 83.3%Good
- 16.7%Satisfactory
- Bridge Condition - Superstructure
- 8.3%Excellent
- 25.0%Good
- 25.0%Satisfactory
- 41.7%Fair
- Bridge Condition - Substructure
- 41.7%Good
- 33.3%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 70.0%Good
- 20.0%Satisfactory
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Structure Number: 718, Location: .03 Fr 698 & 1.27 To 245 (Lat: 38.848861, Lng: -77.758628), Route carried "on" structure: US 55, Year Built: 1935, Year Reconstructed: 2001, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,519 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 3,101 (year 2035), Design Load: HS 20, Features Intersected: Broad Run, Facility Carried by Structure: John Marshall Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.983, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 718, Location: .03 Fr 698 & 1.27 To 245 (Lat: 38.848861, Lng: -77.758628), Route carried "on" structure: US 55, Year Built: 1935, Year Reconstructed: 2001, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,519 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 3,101 (year 2035), Design Load: HS 20, Features Intersected: Broad Run, Facility Carried by Structure: John Marshall Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.983, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7191, Location: 3.10 Fr 17&4.92 PrWm Co. (Lat: 38.850425, Lng: -77.789517), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 19,112 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 75,600 (year 2035), Design Load: HS 20, Features Intersected: Route 245
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.295, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7191, Location: 3.10 Fr 17&4.92 PrWm Co. (Lat: 38.850425, Lng: -77.789517), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 19,112 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 75,600 (year 2035), Design Load: HS 20, Features Intersected: Route 245
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.295, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7191, Location: 3.10 Fr 17&4.92 PrWm Co. (Lat: 38.850425, Lng: -77.789517), Route carried "under" structure: State highway 245, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 3,950 (year 2008), Truck Traffic: 2%, Features Intersected: Route 245, Facility Carried by Structure: I-66 WBL
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 3.427, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 7191, Location: 3.10 Fr 17&4.92 PrWm Co. (Lat: 38.850425, Lng: -77.789517), Route carried "under" structure: State highway 245, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 3,950 (year 2008), Truck Traffic: 2%, Features Intersected: Route 245, Facility Carried by Structure: I-66 WBL
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 3.427, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 7193, Location: 3.10 Fr 17&4.92 To PrWmCo (Lat: 38.850092, Lng: -77.789925), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 19,228 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 75,600 (year 2035), Design Load: HS 20, Features Intersected: Route 245
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.957, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7193, Location: 3.10 Fr 17&4.92 To PrWmCo (Lat: 38.850092, Lng: -77.789925), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 19,228 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 75,600 (year 2035), Design Load: HS 20, Features Intersected: Route 245
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.957, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7193, Location: 3.10 Fr 17&4.92 To PrWmCo (Lat: 38.850092, Lng: -77.789925), Route carried "under" structure: State highway 245, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 3,950 (year 2008), Truck Traffic: 2%, Features Intersected: Route 245, Facility Carried by Structure: I-66 EBL
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 3.379, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 7193, Location: 3.10 Fr 17&4.92 To PrWmCo (Lat: 38.850092, Lng: -77.789925), Route carried "under" structure: State highway 245, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 3,950 (year 2008), Truck Traffic: 2%, Features Intersected: Route 245, Facility Carried by Structure: I-66 EBL
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 3.379, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 7216, Location: 3.54Fr245&1.36 To PrWm CL (Lat: 38.829858, Lng: -77.733756), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 19,228 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 75,600 (year 2035), Design Load: HS 20, Features Intersected: Rte 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.669, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7216, Location: 3.54Fr245&1.36 To PrWm CL (Lat: 38.829858, Lng: -77.733756), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 19,228 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 75,600 (year 2035), Design Load: HS 20, Features Intersected: Rte 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.669, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7216, Location: 3.54Fr245&1.36 To PrWm CL (Lat: 38.829858, Lng: -77.733756), Route carried "under" structure: State highway 55, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,971 (year 2008), Features Intersected: Rte 55, Facility Carried by Structure: I-66 EBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 92.968, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 7216, Location: 3.54Fr245&1.36 To PrWm CL (Lat: 38.829858, Lng: -77.733756), Route carried "under" structure: State highway 55, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,971 (year 2008), Features Intersected: Rte 55, Facility Carried by Structure: I-66 EBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 92.968, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 7218, Location: 3.55Fr245&1.35 To PrWm Co (Lat: 38.830106, Lng: -77.733758), Route carried "under" structure: State highway 55, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,971 (year 2008), Features Intersected: Rte 55, Facility Carried by Structure: I-66 WBL
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.093, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 7218, Location: 3.55Fr245&1.35 To PrWm Co (Lat: 38.830106, Lng: -77.733758), Route carried "under" structure: State highway 55, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,971 (year 2008), Features Intersected: Rte 55, Facility Carried by Structure: I-66 WBL
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.093, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 7224, Location: .20 Fr 245 & 3.35 To 55 (Lat: 38.848458, Lng: -77.786456), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 19,228 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 27,425 (year 2035), Design Load: HS 20, Features Intersected: Relocated Broad Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.311, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 146.0m (479.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 93.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7224, Location: .20 Fr 245 & 3.35 To 55 (Lat: 38.848458, Lng: -77.786456), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 19,228 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 27,425 (year 2035), Design Load: HS 20, Features Intersected: Relocated Broad Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.311, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 146.0m (479.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 93.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7225, Location: .20 Fr 245 & 3.35 To 55 (Lat: 38.848872, Lng: -77.786250), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 19,637 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 28,008 (year 2035), Design Load: HS 20, Features Intersected: Relocated Broad Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.649, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 158.0m (518.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7225, Location: .20 Fr 245 & 3.35 To 55 (Lat: 38.848872, Lng: -77.786250), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 19,637 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 28,008 (year 2035), Design Load: HS 20, Features Intersected: Relocated Broad Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.649, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 158.0m (518.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7226, Location: .80 FR 245 & 2.75 TO 55 (Lat: 38.847606, Lng: -77.775756), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 19,637 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 28,008 (year 2035), Design Load: HS 20+Mod, Features Intersected: RELOCATED BROAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.614, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 113.0m (370.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7226, Location: .80 FR 245 & 2.75 TO 55 (Lat: 38.847606, Lng: -77.775756), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 19,637 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 28,008 (year 2035), Design Load: HS 20+Mod, Features Intersected: RELOCATED BROAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.614, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 113.0m (370.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7227, Location: .80 FR 245 & 2.75 TO 55 (Lat: 38.847147, Lng: -77.775325), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 19,228 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 75,600 (year 2035), Design Load: HS 20+Mod, Features Intersected: RELOCATED BROAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.309, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7227, Location: .80 FR 245 & 2.75 TO 55 (Lat: 38.847147, Lng: -77.775325), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 19,228 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 75,600 (year 2035), Design Load: HS 20+Mod, Features Intersected: RELOCATED BROAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.309, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7228, Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847364, Lng: -77.763533), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 19,228 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 27,425 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN & RTE 698
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.338, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7228, Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847364, Lng: -77.763533), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 19,228 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 27,425 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN & RTE 698
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.338, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7228, Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847364, Lng: -77.763533), Route carried "under" structure: State highway 698, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 93 (year 2004), Features Intersected: BROAD RUN & RTE 698, Facility Carried by Structure: EBL ROUTE 0066
Minimum Vertical Clearance: 6.19m (20.31ft), Kilometerpoint: 7.353, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 7228, Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847364, Lng: -77.763533), Route carried "under" structure: State highway 698, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 93 (year 2004), Features Intersected: BROAD RUN & RTE 698, Facility Carried by Structure: EBL ROUTE 0066
Minimum Vertical Clearance: 6.19m (20.31ft), Kilometerpoint: 7.353, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 723, Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847719, Lng: -77.762800), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 18.71m (61.38ft), Average Daily Traffic: 19,637 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 75,600 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN & RTE 698
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.741, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 723, Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847719, Lng: -77.762800), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 18.71m (61.38ft), Average Daily Traffic: 19,637 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 75,600 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN & RTE 698
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.741, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 723, Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847719, Lng: -77.762800), Route carried "under" structure: State highway 698, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 93 (year 2004), Features Intersected: BROAD RUN & RTE 698, Facility Carried by Structure: WBL ROUTE 0066
Minimum Vertical Clearance: 6.32m (20.73ft), Kilometerpoint: 7.434, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 723, Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847719, Lng: -77.762800), Route carried "under" structure: State highway 698, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 93 (year 2004), Features Intersected: BROAD RUN & RTE 698, Facility Carried by Structure: WBL ROUTE 0066
Minimum Vertical Clearance: 6.32m (20.73ft), Kilometerpoint: 7.434, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 7242, Location: 2.59 Fr 17 & .44 To 245 (Lat: 38.853331, Lng: -77.796717), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37,604 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 5,217 (year 2035), Design Load: HS 20, Features Intersected: Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.265, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 232.0m (761.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017
Structure Number: 7242, Location: 2.59 Fr 17 & .44 To 245 (Lat: 38.853331, Lng: -77.796717), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37,604 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 5,217 (year 2035), Design Load: HS 20, Features Intersected: Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.265, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 232.0m (761.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017
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Structure Number: 7256, Location: .29 Fr 66 & .81 To 55 (Lat: 38.853642, Lng: -77.784883), Route carried "on" structure: State highway 245, Year Built: 1935, Year Reconstructed: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,408 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 6,200 (year 2035), Design Load: HS 20, Features Intersected: Broad Run, Facility Carried by Structure: Old Tavern Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.947, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Total Project Cost: $70,000 ( Estimate for 2012), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 7256, Location: .29 Fr 66 & .81 To 55 (Lat: 38.853642, Lng: -77.784883), Route carried "on" structure: State highway 245, Year Built: 1935, Year Reconstructed: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,408 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 6,200 (year 2035), Design Load: HS 20, Features Intersected: Broad Run, Facility Carried by Structure: Old Tavern Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.947, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Total Project Cost: $70,000 ( Estimate for 2012), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
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Structure Number: 7387, Location: .60 Fr 626 & .80 To 704 (Lat: 38.907453, Lng: -77.749903), Route carried "on" structure: County highway 702, Year Built: 1958, Year Reconstructed: 2009, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 141 (year 2014), Average Future Daily Traffic: 97 (year 2035), Design Load: HS 20, Features Intersected: Little River, Facility Carried by Structure: Rock Hill Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.419, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2017, Deck Structure Type: Wood or Timber
Structure Number: 7387, Location: .60 Fr 626 & .80 To 704 (Lat: 38.907453, Lng: -77.749903), Route carried "on" structure: County highway 702, Year Built: 1958, Year Reconstructed: 2009, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 141 (year 2014), Average Future Daily Traffic: 97 (year 2035), Design Load: HS 20, Features Intersected: Little River, Facility Carried by Structure: Rock Hill Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.419, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2017, Deck Structure Type: Wood or Timber
