Bridge Statistics for Linton Hall, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 38Number of bridges
- 377ft / 115mTotal length
- $2,692,000Total costs
- 673,464Total average daily traffic
- 29,962Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Linton Hall
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11970-1979
- 11980-1989
- 131990-1999
- 172000-2009
- 52010-2019
- Bridge Condition - Deck
- 66.7%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 23.1%Very good
- 46.2%Good
- 15.4%Satisfactory
- 15.4%Fair
- Bridge Condition - Substructure
- 92.3%Good
- 7.7%Satisfactory
- Bridge Condition - Channel
- 10.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 4.8%Very good
- 81.0%Good
- 14.3%Satisfactory
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Structure Number: 14274, Location: 1.04FR675 1.00TO658 (Lat: 38.752928, Lng: -77.617886), Route carried "on" structure: State highway 215, Year Built: 1921, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,506 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,908 (year 2040), Design Load: HS 20, Features Intersected: HOUSE BRANCH, Facility Carried by Structure: VINT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.836, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal 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: March 2022, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $10,000, Total Project Cost: $31,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14274, Location: 1.04FR675 1.00TO658 (Lat: 38.752928, Lng: -77.617886), Route carried "on" structure: State highway 215, Year Built: 1921, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,506 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,908 (year 2040), Design Load: HS 20, Features Intersected: HOUSE BRANCH, Facility Carried by Structure: VINT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.836, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal 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: March 2022, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $10,000, Total Project Cost: $31,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14357, Location: 0.50FR658 0.80TO652 (Lat: 38.729000, Lng: -77.619264), Route carried "on" structure: County highway 672, Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 336 (year 2016), Average Future Daily Traffic: 376 (year 2040), Design Load: HS 20, Features Intersected: BR KETTLE RUN, Facility Carried by Structure: MANLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 85.3m (279.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $76,000, Total Project Cost: $150,000 ( Estimate for 2015)
Structure Number: 14357, Location: 0.50FR658 0.80TO652 (Lat: 38.729000, Lng: -77.619264), Route carried "on" structure: County highway 672, Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 336 (year 2016), Average Future Daily Traffic: 376 (year 2040), Design Load: HS 20, Features Intersected: BR KETTLE RUN, Facility Carried by Structure: MANLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 85.3m (279.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $76,000, Total Project Cost: $150,000 ( Estimate for 2015)
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Structure Number: 14359, Location: 01.17 215 / 01.73 619 (Lat: 38.763167, Lng: -77.622083), Route carried "on" structure: County highway 675, Year Built: 1970, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,365 (year 2013), Average Future Daily Traffic: 5,182 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: GLENKIRK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14359, Location: 01.17 215 / 01.73 619 (Lat: 38.763167, Lng: -77.622083), Route carried "on" structure: County highway 675, Year Built: 1970, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,365 (year 2013), Average Future Daily Traffic: 5,182 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: GLENKIRK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24517, Location: 0.35 FR 619 & 0.20 TO END (Lat: 38.758931, Lng: -77.589594), Route carried "on" structure: County highway 3052, Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 430 (year 2014), Average Future Daily Traffic: 473 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCKY BRANCH, Facility Carried by Structure: WORTHINGTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 30.8m (101.0ft), Out-to-Out Width: 35.1m (115.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: April 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2014)
Structure Number: 24517, Location: 0.35 FR 619 & 0.20 TO END (Lat: 38.758931, Lng: -77.589594), Route carried "on" structure: County highway 3052, Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 430 (year 2014), Average Future Daily Traffic: 473 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCKY BRANCH, Facility Carried by Structure: WORTHINGTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 30.8m (101.0ft), Out-to-Out Width: 35.1m (115.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: April 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2014)
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Structure Number: 24787, Location: 00.60FR29/00.37TO621 (Lat: 38.797519, Lng: -77.571736), Route carried "on" structure: Bypass State highway 234, Year Built: 1997, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 10,933 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,306 (year 2040), Design Load: HS 20, Features Intersected: I-66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.94m (35.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $76,000, 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: 24787, Location: 00.60FR29/00.37TO621 (Lat: 38.797519, Lng: -77.571736), Route carried "on" structure: Bypass State highway 234, Year Built: 1997, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 10,933 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,306 (year 2040), Design Load: HS 20, Features Intersected: I-66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.94m (35.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $76,000, 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
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Structure Number: 24788, Location: 00.60FR66/00.80TO621 (Lat: 38.797508, Lng: -77.571347), Route carried "on" structure: State highway 234, Year Built: 1997, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 9,870 (year 2020), Average Future Daily Traffic: 13,818 (year 2040), Design Load: HS 20, Features Intersected: I-66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.7 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.94m (35.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $50,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24788, Location: 00.60FR66/00.80TO621 (Lat: 38.797508, Lng: -77.571347), Route carried "on" structure: State highway 234, Year Built: 1997, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 9,870 (year 2020), Average Future Daily Traffic: 13,818 (year 2040), Design Load: HS 20, Features Intersected: I-66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.7 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.94m (35.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $50,000, Total Project Cost: $100,000, 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: 24789, Location: 00.00FR621/00.00TO660 (Lat: 38.784892, Lng: -77.548719), Route carried "on" structure: State highway 234, Year Built: 1997, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 16,975 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 23,765 (year 2040), Design Load: HS 20, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.414, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 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: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $45,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24789, Location: 00.00FR621/00.00TO660 (Lat: 38.784892, Lng: -77.548719), Route carried "on" structure: State highway 234, Year Built: 1997, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 16,975 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 23,765 (year 2040), Design Load: HS 20, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.414, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 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: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $45,000, Total Project Cost: $100,000, 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: 2479, Location: 00.75FR621/01.35TO674 (Lat: 38.784756, Lng: -77.548350), Route carried "on" structure: State highway 234, Year Built: 1997, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 16,975 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 23,765 (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), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $65,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2479, Location: 00.75FR621/01.35TO674 (Lat: 38.784756, Lng: -77.548350), Route carried "on" structure: State highway 234, Year Built: 1997, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 16,975 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 23,765 (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), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $65,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24975, Location: 00.40FR660/00.80TO1652 (Lat: 38.769144, Lng: -77.542142), Route carried "on" structure: County highway 674, Year Built: 1996, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 13,885 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 19,439 (year 2040), Design Load: HS 20, Features Intersected: TRIB. BROAD RUN, Facility Carried by Structure: WELLINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.321, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: 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: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 24975, Location: 00.40FR660/00.80TO1652 (Lat: 38.769144, Lng: -77.542142), Route carried "on" structure: County highway 674, Year Built: 1996, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 13,885 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 19,439 (year 2040), Design Load: HS 20, Features Intersected: TRIB. BROAD RUN, Facility Carried by Structure: WELLINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.321, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: 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: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
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Structure Number: 24977, Location: 00.40FR674/01.80TO621 (Lat: 38.771700, Lng: -77.538700), Route carried "on" structure: State highway 234, Year Built: 1996, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 33,950 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 47,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. BROAD RUN, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.322, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 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: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $61,000, Total Project Cost: $112,000
Structure Number: 24977, Location: 00.40FR674/01.80TO621 (Lat: 38.771700, Lng: -77.538700), Route carried "on" structure: State highway 234, Year Built: 1996, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 33,950 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 47,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. BROAD RUN, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.322, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 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: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $61,000, Total Project Cost: $112,000
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Structure Number: 24978, Location: 01.20FR674/01.00TO621 (Lat: 38.781167, Lng: -77.545642), Route carried "on" structure: Bypass State highway 234, Year Built: 1997, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 33,950 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 47,530 (year 2040), Design Load: HS 20, Features Intersected: DAWKINS BRANCH, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.706, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $121,000, Total Project Cost: $175,000
Structure Number: 24978, Location: 01.20FR674/01.00TO621 (Lat: 38.781167, Lng: -77.545642), Route carried "on" structure: Bypass State highway 234, Year Built: 1997, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 33,950 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 47,530 (year 2040), Design Load: HS 20, Features Intersected: DAWKINS BRANCH, Facility Carried by Structure: MANASSAS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.706, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $121,000, Total Project Cost: $175,000
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Structure Number: 25315, Location: 00.02FR1761/00.22TO621 (Lat: 38.766364, Lng: -77.565267), Route carried "on" structure: County highway 840, Year Built: 1996, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,448 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,093 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. TOM'S CREEK, Facility Carried by Structure: UNIVERSITY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 3, 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: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 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: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $77,000, Total Project Cost: $125,000
Structure Number: 25315, Location: 00.02FR1761/00.22TO621 (Lat: 38.766364, Lng: -77.565267), Route carried "on" structure: County highway 840, Year Built: 1996, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,448 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,093 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. TOM'S CREEK, Facility Carried by Structure: UNIVERSITY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 3, 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: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 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: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $77,000, Total Project Cost: $125,000
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Structure Number: 26605, Location: 00.93FR215/00.38TO619 (Lat: 38.746700, Lng: -77.574900), Route carried "on" structure: County highway 1566, Year Built: 2000, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 7,481 (year 2020), Average Future Daily Traffic: 10,473 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: SUDLEY MANOR DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 38.1m (125.0ft), Out-to-Out Width: 52.7m (172.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.74m (22.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $79,000, Total Project Cost: $150,000
Structure Number: 26605, Location: 00.93FR215/00.38TO619 (Lat: 38.746700, Lng: -77.574900), Route carried "on" structure: County highway 1566, Year Built: 2000, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 7,481 (year 2020), Average Future Daily Traffic: 10,473 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: SUDLEY MANOR DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 38.1m (125.0ft), Out-to-Out Width: 52.7m (172.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.74m (22.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $79,000, Total Project Cost: $150,000
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Structure Number: 27202, Location: 0.02 FR SMD & 0.02 3360 (Lat: 38.758150, Lng: -77.566975), Route carried "on" structure: Alternate County highway 3360, Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,093 (year 2008), Average Future Daily Traffic: 3,588 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: VICTORY LAKES LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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: Better than present minimum criteria, Length Of Structure Improvement: 9.81m (32.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $99,000, Total Project Cost: $150,000
Structure Number: 27202, Location: 0.02 FR SMD & 0.02 3360 (Lat: 38.758150, Lng: -77.566975), Route carried "on" structure: Alternate County highway 3360, Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,093 (year 2008), Average Future Daily Traffic: 3,588 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: VICTORY LAKES LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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: Better than present minimum criteria, Length Of Structure Improvement: 9.81m (32.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $99,000, Total Project Cost: $150,000
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Structure Number: 27223, Location: 00.48FR674/00.01TO0000 (Lat: 38.769336, Lng: -77.550133), Route carried "on" structure: ServiceCounty highway 2895, Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,691 (year 2009), Average Future Daily Traffic: 4,263 (year 2040), Design Load: HS 20, Features Intersected: TRIB.OF DAWKINS BRANCH, Facility Carried by Structure: LEXINGTON VALLEY D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 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
Structure Number: 27223, Location: 00.48FR674/00.01TO0000 (Lat: 38.769336, Lng: -77.550133), Route carried "on" structure: ServiceCounty highway 2895, Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,691 (year 2009), Average Future Daily Traffic: 4,263 (year 2040), Design Load: HS 20, Features Intersected: TRIB.OF DAWKINS BRANCH, Facility Carried by Structure: LEXINGTON VALLEY D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 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
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Structure Number: 27275, Location: 00.57FR619/1.73TO234 (Lat: 38.757881, Lng: -77.563369), Route carried "on" structure: County highway 1566, Year Built: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 16,421 (year 2020), Average Future Daily Traffic: 22,989 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: SUDLEY MANOR DR.
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: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 27275, Location: 00.57FR619/1.73TO234 (Lat: 38.757881, Lng: -77.563369), Route carried "on" structure: County highway 1566, Year Built: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 16,421 (year 2020), Average Future Daily Traffic: 22,989 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: SUDLEY MANOR DR.
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: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
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Structure Number: 27475, Location: 00.60FR619/00.10TO660 (Lat: 38.736983, Lng: -77.535075), Route carried "on" structure: State highway 28, Year Built: 2007, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 28,685 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 40,159 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: NOKESVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $150,000, 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: 27475, Location: 00.60FR619/00.10TO660 (Lat: 38.736983, Lng: -77.535075), Route carried "on" structure: State highway 28, Year Built: 2007, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 28,685 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 40,159 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: NOKESVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $150,000, 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
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Structure Number: 27803, Location: 00.01FR rolli/00.15TO2974 (Lat: 38.770742, Lng: -77.593264), Route carried "on" structure: Alternate County highway 619, Year Built: 2007, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20,365 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 28,511 (year 2040), Design Load: HS 20, Features Intersected: TRIB.OF BROAD RUN, Facility Carried by Structure: LINTON HALL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.99m (45.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $99,000, Total Project Cost: $150,000
Structure Number: 27803, Location: 00.01FR rolli/00.15TO2974 (Lat: 38.770742, Lng: -77.593264), Route carried "on" structure: Alternate County highway 619, Year Built: 2007, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20,365 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 28,511 (year 2040), Design Load: HS 20, Features Intersected: TRIB.OF BROAD RUN, Facility Carried by Structure: LINTON HALL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.99m (45.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $99,000, Total Project Cost: $150,000
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Structure Number: 27896, Location: 00.93FR619/00.01TO END (Lat: 38.757928, Lng: -77.555608), Route carried "on" structure: County highway 1566, Year Built: 2004, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 16,421 (year 2020), Average Future Daily Traffic: 22,989 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF DAWKINS BRANCH, Facility Carried by Structure: SUDLEY MANOR DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: 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: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 27896, Location: 00.93FR619/00.01TO END (Lat: 38.757928, Lng: -77.555608), Route carried "on" structure: County highway 1566, Year Built: 2004, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 16,421 (year 2020), Average Future Daily Traffic: 22,989 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF DAWKINS BRANCH, Facility Carried by Structure: SUDLEY MANOR DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: 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: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
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Structure Number: 27957, Location: 00.10FRHACKNEY/0.10TOHUDE (Lat: 38.766614, Lng: -77.558356), Route carried "on" structure: Alternate County highway 2896, Year Built: 2002, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 251 (year 2010), Average Future Daily Traffic: 289 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIBUTARY OF DAWKINS BR., Facility Carried by Structure: FORMBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $55,000, Total Project Cost: $100,000
Structure Number: 27957, Location: 00.10FRHACKNEY/0.10TOHUDE (Lat: 38.766614, Lng: -77.558356), Route carried "on" structure: Alternate County highway 2896, Year Built: 2002, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 251 (year 2010), Average Future Daily Traffic: 289 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIBUTARY OF DAWKINS BR., Facility Carried by Structure: FORMBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $55,000, Total Project Cost: $100,000
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Structure Number: 27976, Location: 00.20FRHACK/00.05TOEDMONT (Lat: 38.764522, Lng: -77.557275), Route carried "on" structure: County highway 840, Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,448 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,093 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF DAWKINS BRANCH, Facility Carried by Structure: UNIVERSITY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 54.60m (179.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $65,000, Total Project Cost: $125,000
Structure Number: 27976, Location: 00.20FRHACK/00.05TOEDMONT (Lat: 38.764522, Lng: -77.557275), Route carried "on" structure: County highway 840, Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,448 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,093 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF DAWKINS BRANCH, Facility Carried by Structure: UNIVERSITY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 54.60m (179.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $65,000, Total Project Cost: $125,000
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Structure Number: 28156, Location: 00.62 621 / 01.52 28 (Lat: 38.749125, Lng: -77.564183), Route carried "on" structure: County highway 619, Year Built: 2008, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 16,334 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 22,868 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: LINTON HALL ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 6.742, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28156, Location: 00.62 621 / 01.52 28 (Lat: 38.749125, Lng: -77.564183), Route carried "on" structure: County highway 619, Year Built: 2008, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 16,334 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 22,868 (year 2040), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: LINTON HALL ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 6.742, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28169, Location: 00.02FR 619/00.40TO KEEN (Lat: 38.769950, Lng: -77.593458), Route carried "on" structure: County highway 3500, Year Built: 2005, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 8,057 (year 2013), Average Future Daily Traffic: 9,145 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF ROCKY BRANCH, Facility Carried by Structure: ROLLINS FORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 28169, Location: 00.02FR 619/00.40TO KEEN (Lat: 38.769950, Lng: -77.593458), Route carried "on" structure: County highway 3500, Year Built: 2005, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 8,057 (year 2013), Average Future Daily Traffic: 9,145 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF ROCKY BRANCH, Facility Carried by Structure: ROLLINS FORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
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Structure Number: 2817, Location: 00.40FR 619/00.04TO KEEN (Lat: 38.768339, Lng: -77.599444), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 8,057 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 9,145 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF ROCKY BRANCH, Facility Carried by Structure: ROLLINS FORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present 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: September 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 2817, Location: 00.40FR 619/00.04TO KEEN (Lat: 38.768339, Lng: -77.599444), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 8,057 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 9,145 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF ROCKY BRANCH, Facility Carried by Structure: ROLLINS FORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present 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: September 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
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Structure Number: 28386, Location: 00.15FR674/00.30TO840 (Lat: 38.765969, Lng: -77.544228), Route carried "on" structure: County highway 1566, Year Built: 2006, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 16,421 (year 2020), Average Future Daily Traffic: 22,989 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: SUDLEY MANOR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 24.69m (81.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $79,000, Total Project Cost: $125,000 ( Estimate for 2016)
Structure Number: 28386, Location: 00.15FR674/00.30TO840 (Lat: 38.765969, Lng: -77.544228), Route carried "on" structure: County highway 1566, Year Built: 2006, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 16,421 (year 2020), Average Future Daily Traffic: 22,989 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF BROAD RUN, Facility Carried by Structure: SUDLEY MANOR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 24.69m (81.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $79,000, Total Project Cost: $125,000 ( Estimate for 2016)
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Structure Number: 28462, Location: 00.20FR234BP/02.20TO234BS (Lat: 38.798889, Lng: -77.563500), Route carried "on" structure: Interstate 66, Year Built: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 106,047 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 148,466 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF YOUNGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.405, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.33m (86.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $100,000, Total Project Cost: $174,000 ( Estimate for 2015)
Structure Number: 28462, Location: 00.20FR234BP/02.20TO234BS (Lat: 38.798889, Lng: -77.563500), Route carried "on" structure: Interstate 66, Year Built: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 106,047 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 148,466 (year 2040), Design Load: HS 20, Features Intersected: TRIB. OF YOUNGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.405, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.33m (86.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $100,000, Total Project Cost: $174,000 ( Estimate for 2015)
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Structure Number: 2852, Location: 0.10FR EST/0.10TO END (Lat: 38.770386, Lng: -77.606939), Route carried "on" structure: County highway 3616, Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 115 (year 2013), Average Future Daily Traffic: 131 (year 2040), Design Load: HS 20, Features Intersected: Trib. of Rocky Branch, Facility Carried by Structure: Anchor Mill PL.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 71.7 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: December 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $51,000, Total Project Cost: $100,000
Structure Number: 2852, Location: 0.10FR EST/0.10TO END (Lat: 38.770386, Lng: -77.606939), Route carried "on" structure: County highway 3616, Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 115 (year 2013), Average Future Daily Traffic: 131 (year 2040), Design Load: HS 20, Features Intersected: Trib. of Rocky Branch, Facility Carried by Structure: Anchor Mill PL.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 71.7 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: December 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $51,000, Total Project Cost: $100,000
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Structure Number: 28567, Location: 0.06FR3053/0.40TO621 (Lat: 38.761892, Lng: -77.582458), Route carried "on" structure: County highway 619, Year Built: 2007, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 20,365 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 28,511 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTARY OF ROCKY BR., Facility Carried by Structure: LINTON HALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.790, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m
Condition: Channel: Fair, Culverts: Good, Operating Rating: 68.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.34m (40.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $66,000, Total Project Cost: $125,000
Structure Number: 28567, Location: 0.06FR3053/0.40TO621 (Lat: 38.761892, Lng: -77.582458), Route carried "on" structure: County highway 619, Year Built: 2007, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 20,365 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 28,511 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTARY OF ROCKY BR., Facility Carried by Structure: LINTON HALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.790, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m
Condition: Channel: Fair, Culverts: Good, Operating Rating: 68.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.34m (40.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $66,000, Total Project Cost: $125,000
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Structure Number: 29325, Location: 00.01FR0674/00.00TODEADEN (Lat: 38.783717, Lng: -77.578633), Route carried "on" structure: ServiceCounty highway 3500, Year Built: 2009, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2034), Design Load: HS 20, Features Intersected: Trib. of Rocky Run, Facility Carried by Structure: Rollins Ford Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 11.83m (38.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $49,000, Total Project Cost: $100,000
Structure Number: 29325, Location: 00.01FR0674/00.00TODEADEN (Lat: 38.783717, Lng: -77.578633), Route carried "on" structure: ServiceCounty highway 3500, Year Built: 2009, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2034), Design Load: HS 20, Features Intersected: Trib. of Rocky Run, Facility Carried by Structure: Rollins Ford Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 11.83m (38.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $49,000, Total Project Cost: $100,000
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Structure Number: 29611, Location: 00.05fr SMD 01.00to660 (Lat: 38.761192, Lng: -77.547192), Route carried "on" structure: Alternate County highway 840, Year Built: 2013, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 6,448 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,093 (year 2040), Design Load: HS 20, Features Intersected: Trib of Broad Run
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29611, Location: 00.05fr SMD 01.00to660 (Lat: 38.761192, Lng: -77.547192), Route carried "on" structure: Alternate County highway 840, Year Built: 2013, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 6,448 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,093 (year 2040), Design Load: HS 20, Features Intersected: Trib of Broad Run
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: 30302, Location: 00.41Fr660 00.14To0000 (Lat: 38.757003, Lng: -77.540661), Route carried "on" structure: Bypass County highway 840, Year Built: 2013, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,448 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,093 (year 2040), Design Load: HS 20, Features Intersected: Tirbutary of Broad Run, Facility Carried by Structure: UNIVERSITY BLVD.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 30302, Location: 00.41Fr660 00.14To0000 (Lat: 38.757003, Lng: -77.540661), Route carried "on" structure: Bypass County highway 840, Year Built: 2013, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,448 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,093 (year 2040), Design Load: HS 20, Features Intersected: Tirbutary of Broad Run, Facility Carried by Structure: UNIVERSITY BLVD.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 30304, Location: 00.53From28 00.58To796 (Lat: 38.746394, Lng: -77.533986), Route carried "on" structure: Bypass County highway 660, Year Built: 2013, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 4,485 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,279 (year 2040), Design Load: HS 20, Features Intersected: Trb. To Broad Run, Facility Carried by Structure: Hornbaker Road
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 30304, Location: 00.53From28 00.58To796 (Lat: 38.746394, Lng: -77.533986), Route carried "on" structure: Bypass County highway 660, Year Built: 2013, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 4,485 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,279 (year 2040), Design Load: HS 20, Features Intersected: Trb. To Broad Run, Facility Carried by Structure: Hornbaker Road
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 3034, Location: 0.60fr215 1.48to619 (Lat: 38.760664, Lng: -77.618703), Route carried "on" structure: Alternate County highway 3500, Year Built: 2014, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 3,800 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 9,650 (year 2034), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: ROLLINS FORD RD EB
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 3034, Location: 0.60fr215 1.48to619 (Lat: 38.760664, Lng: -77.618703), Route carried "on" structure: Alternate County highway 3500, Year Built: 2014, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 3,800 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 9,650 (year 2034), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: ROLLINS FORD RD EB
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
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Structure Number: 30341, Location: 0.60fr215 1.48to619 (Lat: 38.760969, Lng: -77.618825), Route carried "on" structure: Alternate County highway 3500, Year Built: 2014, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 9,350 (year 2034), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: ROLLINS FORD RD WB
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 30341, Location: 0.60fr215 1.48to619 (Lat: 38.760969, Lng: -77.618825), Route carried "on" structure: Alternate County highway 3500, Year Built: 2014, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 9,350 (year 2034), Design Load: HS 20, Features Intersected: BROAD RUN, Facility Carried by Structure: ROLLINS FORD RD WB
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
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Structure Number: 24787, Location: 00.60FR29/00.37TO621 (Lat: 38.797519, Lng: -77.571736), Route carried "under" structure: Interstate 66, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 1993), Features Intersected: I-66, Facility Carried by Structure: 234 BYPASS SBL
Minimum Vertical Clearance: 5.70m (18.70ft), Kilometerpoint: 71.874, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft)
Structure Number: 24787, Location: 00.60FR29/00.37TO621 (Lat: 38.797519, Lng: -77.571736), Route carried "under" structure: Interstate 66, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 1993), Features Intersected: I-66, Facility Carried by Structure: 234 BYPASS SBL
Minimum Vertical Clearance: 5.70m (18.70ft), Kilometerpoint: 71.874, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft)
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Structure Number: 24787, Location: 00.60FR29/00.37TO621 (Lat: 38.797519, Lng: -77.571736), Route carried "under" structure: Interstate 66, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 81,854 (year 2008), Truck Traffic: 4%, Features Intersected: I-66, Facility Carried by Structure: 234 BYPASS SBL
Minimum Vertical Clearance: 6.31m (20.70ft), Kilometerpoint: 71.681, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft)
Structure Number: 24787, Location: 00.60FR29/00.37TO621 (Lat: 38.797519, Lng: -77.571736), Route carried "under" structure: Interstate 66, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 81,854 (year 2008), Truck Traffic: 4%, Features Intersected: I-66, Facility Carried by Structure: 234 BYPASS SBL
Minimum Vertical Clearance: 6.31m (20.70ft), Kilometerpoint: 71.681, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft)
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Structure Number: 24788, Location: 00.60FR66/00.80TO621 (Lat: 38.797508, Lng: -77.571347), Route carried "under" structure: Interstate 66, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 1993), Truck Traffic: 4%, Features Intersected: I-66, Facility Carried by Structure: 234 BYPASS NBL
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 71.777, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft)
Structure Number: 24788, Location: 00.60FR66/00.80TO621 (Lat: 38.797508, Lng: -77.571347), Route carried "under" structure: Interstate 66, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 1993), Truck Traffic: 4%, Features Intersected: I-66, Facility Carried by Structure: 234 BYPASS NBL
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 71.777, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft)
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Structure Number: 24788, Location: 00.60FR66/00.80TO621 (Lat: 38.797508, Lng: -77.571347), Route carried "under" structure: Interstate 66, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 81,854 (year 2008), Truck Traffic: 4%, Features Intersected: I-66, Facility Carried by Structure: 234 BYPASS NBL
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 71.584, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft)
Structure Number: 24788, Location: 00.60FR66/00.80TO621 (Lat: 38.797508, Lng: -77.571347), Route carried "under" structure: Interstate 66, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 81,854 (year 2008), Truck Traffic: 4%, Features Intersected: I-66, Facility Carried by Structure: 234 BYPASS NBL
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 71.584, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft)