Bridge Statistics for Greenbush, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 112ft / 34.1mTotal length
- $9,461,000Total costs
- 181,751Total average daily traffic
- 4,908Total average daily truck traffic
- 250,540Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Greenbush
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 41960-1969
- 11970-1979
- 31980-1989
- Bridge Condition - Deck
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 30.0%Good
- 40.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Substructure
- 30.0%Good
- 30.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Channel
- 22.2%Good
- 66.7%Satisfactory
- 11.1%Fair
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Structure Number: 63, Location: 00.03 10TH ST/0.03N FAIRD (Lat: 38.881419, Lng: -77.121878), Route carried "on" structure: County highway 6710, Year Built: 1981, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 15,967 (year 2020), Average Future Daily Traffic: 22,354 (year 2040), Design Load: HS 20, Features Intersected: ROUTE I-66, Facility Carried by Structure: N. GEO. MASON DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $4,132,000, Roadway Improvement Cost: $413,000, Total Project Cost: $4,645,000 ( 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: 63, Location: 00.03 10TH ST/0.03N FAIRD (Lat: 38.881419, Lng: -77.121878), Route carried "on" structure: County highway 6710, Year Built: 1981, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 15,967 (year 2020), Average Future Daily Traffic: 22,354 (year 2040), Design Load: HS 20, Features Intersected: ROUTE I-66, Facility Carried by Structure: N. GEO. MASON DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $4,132,000, Roadway Improvement Cost: $413,000, Total Project Cost: $4,645,000 ( 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: 631, Location: 0.42 FR 829 / 0.08 TO 678 (Lat: 38.129547, Lng: -78.549161), Route carried "on" structure: County highway 601, Year Built: 1981, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 2,370 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,795 (year 2040), Design Load: HS 20+Mod, Features Intersected: MECHUMS RIVER, Facility Carried by Structure: FREE UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.261, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.2m (240.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 631, Location: 0.42 FR 829 / 0.08 TO 678 (Lat: 38.129547, Lng: -78.549161), Route carried "on" structure: County highway 601, Year Built: 1981, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 2,370 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,795 (year 2040), Design Load: HS 20+Mod, Features Intersected: MECHUMS RIVER, Facility Carried by Structure: FREE UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.261, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.2m (240.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 632, Location: 0.01 FR 654 / 1.48 TO 658 (Lat: 38.074778, Lng: -78.531667), Route carried "on" structure: County highway 601, Year Built: 1958, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 6,432 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,799 (year 2040), Design Load: H 20, Features Intersected: IVY CREEK, Facility Carried by Structure: GARTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.441, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $80,000, Total Project Cost: $475,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 632, Location: 0.01 FR 654 / 1.48 TO 658 (Lat: 38.074778, Lng: -78.531667), Route carried "on" structure: County highway 601, Year Built: 1958, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 6,432 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,799 (year 2040), Design Load: H 20, Features Intersected: IVY CREEK, Facility Carried by Structure: GARTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.441, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $80,000, Total Project Cost: $475,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 633, Location: .18 From 810&1.60 To Grn (Lat: 38.241408, Lng: -78.619769), Route carried "on" structure: County highway 601, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 143 (year 2015), Average Future Daily Traffic: 161 (year 2040), Design Load: HS 20+Mod, Features Intersected: MUDDY RUN, Facility Carried by Structure: MISSION HOME ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.502, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Wood or Timber
Structure Number: 633, Location: .18 From 810&1.60 To Grn (Lat: 38.241408, Lng: -78.619769), Route carried "on" structure: County highway 601, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 143 (year 2015), Average Future Daily Traffic: 161 (year 2040), Design Load: HS 20+Mod, Features Intersected: MUDDY RUN, Facility Carried by Structure: MISSION HOME ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.502, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Wood or Timber
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Structure Number: 1343, Location: 0.02-Rt 600/4.00 East ACL (Lat: 37.560897, Lng: -78.981364), Route carried "on" structure: US 60, Year Built: 1931, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 5,256 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,917 (year 2040), Features Intersected: Rocky Creek, Facility Carried by Structure: Richmond Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.840, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1343, Location: 0.02-Rt 600/4.00 East ACL (Lat: 37.560897, Lng: -78.981364), Route carried "on" structure: US 60, Year Built: 1931, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 5,256 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,917 (year 2040), Features Intersected: Rocky Creek, Facility Carried by Structure: Richmond Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.840, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1417, Location: 0.60-Rt 635/1.30-Rt 754 (Lat: 37.608794, Lng: -79.233717), Route carried "on" structure: County highway 610, Year Built: 1932, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 103 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 113 (year 2040), Features Intersected: Horseleys Creek, Facility Carried by Structure: Puppy Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.914, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $21,000, Total Project Cost: $306,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1417, Location: 0.60-Rt 635/1.30-Rt 754 (Lat: 37.608794, Lng: -79.233717), Route carried "on" structure: County highway 610, Year Built: 1932, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 103 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 113 (year 2040), Features Intersected: Horseleys Creek, Facility Carried by Structure: Puppy Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.914, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $21,000, Total Project Cost: $306,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2085, Location: 1.25 TO 647 - 2.45 TO 608 (Lat: 38.085169, Lng: -79.063061), Route carried "on" structure: County highway 648, Year Built: 1960, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,583 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,881 (year 2040), Design Load: HS 20+Mod, Features Intersected: FOLLY MILL CREEK, Facility Carried by Structure: CHRISTAINS CREEKRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $8,000, Total Project Cost: $133,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 2085, Location: 1.25 TO 647 - 2.45 TO 608 (Lat: 38.085169, Lng: -79.063061), Route carried "on" structure: County highway 648, Year Built: 1960, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,583 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,881 (year 2040), Design Load: HS 20+Mod, Features Intersected: FOLLY MILL CREEK, Facility Carried by Structure: CHRISTAINS CREEKRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $8,000, Total Project Cost: $133,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 2086, Location: 3.65 RT 647 - 0.10 RT 608 (Lat: 38.067794, Lng: -79.028303), Route carried "on" structure: County highway 648, Year Built: 1979, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,583 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,881 (year 2040), Design Load: HS 20+Mod, Features Intersected: BARTERBROOK BRANCH, Facility Carried by Structure: CHRISTIANS CREEKRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.873, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2086, Location: 3.65 RT 647 - 0.10 RT 608 (Lat: 38.067794, Lng: -79.028303), Route carried "on" structure: County highway 648, Year Built: 1979, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,583 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,881 (year 2040), Design Load: HS 20+Mod, Features Intersected: BARTERBROOK BRANCH, Facility Carried by Structure: CHRISTIANS CREEKRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.873, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 634, Location: 02.30 123 / 00.10 243 (Lat: 38.878114, Lng: -77.268264), Route carried "on" structure: Interstate 66, Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 126,391 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 176,947 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTARY OF ACCOTINK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.368, Lanes on structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 103.60m (339.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $900,000, Total Project Cost: $1,500,000 ( Estimate for 2015)
Structure Number: 634, Location: 02.30 123 / 00.10 243 (Lat: 38.878114, Lng: -77.268264), Route carried "on" structure: Interstate 66, Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 126,391 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 176,947 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTARY OF ACCOTINK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.368, Lanes on structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 103.60m (339.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $900,000, Total Project Cost: $1,500,000 ( Estimate for 2015)
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Structure Number: 636, Location: 00.53FR7/02.05TO29 (Lat: 38.901369, Lng: -77.191006), Route carried "on" structure: Interstate 66, Year Built: 1982, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 21,082 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 29,515 (year 2040), Design Load: HS 20, Features Intersected: METRO BUS RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.030, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,130,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,253,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 636, Location: 00.53FR7/02.05TO29 (Lat: 38.901369, Lng: -77.191006), Route carried "on" structure: Interstate 66, Year Built: 1982, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 21,082 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 29,515 (year 2040), Design Load: HS 20, Features Intersected: METRO BUS RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.030, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,130,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,253,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1367, Location: 0.71-Rt.820/1.07-Rt.360 (Lat: 36.703550, Lng: -79.217628), Route carried "on" structure: County highway 729, Year Built: 1962, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 841 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,177 (year 2040), Design Load: HS 15, Features Intersected: Birch Creek, Facility Carried by Structure: Kentuck Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.730, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $766,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,149,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1367, Location: 0.71-Rt.820/1.07-Rt.360 (Lat: 36.703550, Lng: -79.217628), Route carried "on" structure: County highway 729, Year Built: 1962, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 841 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,177 (year 2040), Design Load: HS 15, Features Intersected: Birch Creek, Facility Carried by Structure: Kentuck Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.730, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $766,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,149,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete