Bridge Statistics for Flint Hill, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 72ft / 21.8mTotal length
- $2,080,000Total costs
- 18,387Total average daily traffic
- 812Total average daily truck traffic
- 22,519Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Flint Hill
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 31930-1939
- 11950-1959
- 11960-1969
- 21970-1979
- 11980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 31980-1989
- 11990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Poor
- Bridge Condition - Superstructure
- 54.5%Good
- 18.2%Satisfactory
- 9.1%Fair
- 18.2%Poor
- Bridge Condition - Substructure
- 45.5%Good
- 36.4%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 42.9%Good
- 57.1%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 14645, Location: .23 Fr 522 N & .14 To 675 (Lat: 38.722500, Lng: -78.117981), Route carried "on" structure: US 211, Year Built: 1972, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,174 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,186 (year 2040), Design Load: HS 20, Features Intersected: Battle Run, Facility Carried by Structure: Lee Hwy EBL & WBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.300, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 14645, Location: .23 Fr 522 N & .14 To 675 (Lat: 38.722500, Lng: -78.117981), Route carried "on" structure: US 211, Year Built: 1972, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,174 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,186 (year 2040), Design Load: HS 20, Features Intersected: Battle Run, Facility Carried by Structure: Lee Hwy EBL & WBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.300, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 14664, Location: .51 Fr 662 & .84 To 637 (Lat: 38.805675, Lng: -78.105844), Route carried "on" structure: US 522, Year Built: 1924, Year Reconstructed: 1989, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 3,113 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,769 (year 2040), Design Load: HS 20, Features Intersected: Big Indian Run, Facility Carried by Structure: Zachary Taylor Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.599, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14664, Location: .51 Fr 662 & .84 To 637 (Lat: 38.805675, Lng: -78.105844), Route carried "on" structure: US 522, Year Built: 1924, Year Reconstructed: 1989, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 3,113 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,769 (year 2040), Design Load: HS 20, Features Intersected: Big Indian Run, Facility Carried by Structure: Zachary Taylor Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.599, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 14665, Location: .07 Fr 630 & .82 To 677 (Lat: 38.790522, Lng: -78.104975), Route carried "on" structure: US 522, Year Built: 1937, Year Reconstructed: 1989, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,113 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,769 (year 2040), Design Load: HS 20, Features Intersected: Hittles Mill Stream, Facility Carried by Structure: Zachary Taylor Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14665, Location: .07 Fr 630 & .82 To 677 (Lat: 38.790522, Lng: -78.104975), Route carried "on" structure: US 522, Year Built: 1937, Year Reconstructed: 1989, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,113 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,769 (year 2040), Design Load: HS 20, Features Intersected: Hittles Mill Stream, Facility Carried by Structure: Zachary Taylor Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 14666, Location: 1.06 Fr 630 & .79 To 647 (Lat: 38.776408, Lng: -78.103644), Route carried "on" structure: US 522, Year Built: 1937, Year Reconstructed: 1987, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,113 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,769 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: Zachary Taylor Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.296, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 14666, Location: 1.06 Fr 630 & .79 To 647 (Lat: 38.776408, Lng: -78.103644), Route carried "on" structure: US 522, Year Built: 1937, Year Reconstructed: 1987, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,113 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,769 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: Zachary Taylor Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.296, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 14667, Location: 1.43 Fr 630 & .42 To 647 (Lat: 38.771183, Lng: -78.103200), Route carried "on" structure: US 522, Year Built: 1923, Year Reconstructed: 2016, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,113 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,769 (year 2040), Design Load: HL 93, Features Intersected: Wilson Branch, Facility Carried by Structure: Zachary Taylor Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,057,000, Roadway Improvement Cost: $450,000, Total Project Cost: $1,557,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
Structure Number: 14667, Location: 1.43 Fr 630 & .42 To 647 (Lat: 38.771183, Lng: -78.103200), Route carried "on" structure: US 522, Year Built: 1923, Year Reconstructed: 2016, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,113 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,769 (year 2040), Design Load: HL 93, Features Intersected: Wilson Branch, Facility Carried by Structure: Zachary Taylor Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,057,000, Roadway Improvement Cost: $450,000, Total Project Cost: $1,557,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
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Structure Number: 14727, Location: .30 Fr 628 & 2.05 To End (Lat: 38.769189, Lng: -78.133247), Route carried "on" structure: County highway 629, Year Built: 1961, Year Reconstructed: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 134 (year 2019), Average Future Daily Traffic: 190 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: Bean Hollow Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.292, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14727, Location: .30 Fr 628 & 2.05 To End (Lat: 38.769189, Lng: -78.133247), Route carried "on" structure: County highway 629, Year Built: 1961, Year Reconstructed: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 134 (year 2019), Average Future Daily Traffic: 190 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: Bean Hollow Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.292, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1473, Location: .69 Fr 522 & .01 To 628 (Lat: 38.794158, Lng: -78.117658), Route carried "on" structure: County highway 630, Year Built: 1950, Year Reconstructed: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 236 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 20, Features Intersected: Hittles Mill Stream, Facility Carried by Structure: Hittles Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.709, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1473, Location: .69 Fr 522 & .01 To 628 (Lat: 38.794158, Lng: -78.117658), Route carried "on" structure: County highway 630, Year Built: 1950, Year Reconstructed: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 236 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 20, Features Intersected: Hittles Mill Stream, Facility Carried by Structure: Hittles Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.709, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 14738, Location: 6.20 Fr 522 & .40 To 647 (Lat: 38.762322, Lng: -78.034431), Route carried "on" structure: County highway 637, Year Built: 1935, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 73 (year 2019), Average Future Daily Traffic: 81 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: North Poes Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.147, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $20,000, Total Project Cost: $290,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14738, Location: 6.20 Fr 522 & .40 To 647 (Lat: 38.762322, Lng: -78.034431), Route carried "on" structure: County highway 637, Year Built: 1935, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 73 (year 2019), Average Future Daily Traffic: 81 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: North Poes Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.147, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $20,000, Total Project Cost: $290,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14748, Location: Rapp. & Fauq. County Line (Lat: 38.759150, Lng: -78.028281), Route carried "on" structure: County highway 647, Year Built: 1971, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 658 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 921 (year 2040), Design Load: HS 20, Features Intersected: Rappahannock River, Facility Carried by Structure: Crest Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.649, 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: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 14748, Location: Rapp. & Fauq. County Line (Lat: 38.759150, Lng: -78.028281), Route carried "on" structure: County highway 647, Year Built: 1971, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 658 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 921 (year 2040), Design Load: HS 20, Features Intersected: Rappahannock River, Facility Carried by Structure: Crest Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.649, 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: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 14751, Location: .15 Fr 628 & 1.15 To 641 (Lat: 38.771775, Lng: -78.119583), Route carried "on" structure: County highway 659, Year Built: 1988, Year Reconstructed: 2014, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 233 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: Resettlement Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.839, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $20,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14751, Location: .15 Fr 628 & 1.15 To 641 (Lat: 38.771775, Lng: -78.119583), Route carried "on" structure: County highway 659, Year Built: 1988, Year Reconstructed: 2014, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 233 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: Resettlement Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.839, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $20,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14755, Location: .30 Fr 211E & .15 To 211W (Lat: 38.720853, Lng: -78.117642), Route carried "on" structure: County highway 675, Year Built: 1914, Year Reconstructed: 1930, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 21 (year 2019), Average Future Daily Traffic: 23 (year 2040), Design Load: HS 20, Features Intersected: Battle Run, Facility Carried by Structure: Old Massies Crn Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $5,000, Total Project Cost: $210,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14755, Location: .30 Fr 211E & .15 To 211W (Lat: 38.720853, Lng: -78.117642), Route carried "on" structure: County highway 675, Year Built: 1914, Year Reconstructed: 1930, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 21 (year 2019), Average Future Daily Traffic: 23 (year 2040), Design Load: HS 20, Features Intersected: Battle Run, Facility Carried by Structure: Old Massies Crn Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $5,000, Total Project Cost: $210,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24332, Location: .50 Fr 628 & 1.30 To End (Lat: 38.767369, Lng: -78.137267), Route carried "on" structure: County highway 629, Year Built: 1995, Year Reconstructed: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 134 (year 2019), Average Future Daily Traffic: 190 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: Bean Hollow Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.051, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), 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 ( Estimate for 2015)
Structure Number: 24332, Location: .50 Fr 628 & 1.30 To End (Lat: 38.767369, Lng: -78.137267), Route carried "on" structure: County highway 629, Year Built: 1995, Year Reconstructed: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 134 (year 2019), Average Future Daily Traffic: 190 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: Bean Hollow Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.051, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), 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 ( Estimate for 2015)
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Structure Number: 24743, Location: .90 Fr 628 & .95 To End (Lat: 38.767744, Lng: -78.143728), Route carried "on" structure: County highway 629, Year Built: 1995, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 134 (year 2019), Average Future Daily Traffic: 190 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: Bean Hollow Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 24743, Location: .90 Fr 628 & .95 To End (Lat: 38.767744, Lng: -78.143728), Route carried "on" structure: County highway 629, Year Built: 1995, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 134 (year 2019), Average Future Daily Traffic: 190 (year 2040), Design Load: HS 20, Features Intersected: Jordan River, Facility Carried by Structure: Bean Hollow Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 2786, Location: .70 Fr 522 & 5.90 To 647 (Lat: 38.788889, Lng: -78.092778), Route carried "on" structure: County highway 637, Year Built: 2016, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 138 (year 2019), Average Future Daily Traffic: 152 (year 2040), Design Load: HL 93, Features Intersected: Big Indian Run, Facility Carried by Structure: Jericho Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.014, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Other Coated Reinforcing
Structure Number: 2786, Location: .70 Fr 522 & 5.90 To 647 (Lat: 38.788889, Lng: -78.092778), Route carried "on" structure: County highway 637, Year Built: 2016, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 138 (year 2019), Average Future Daily Traffic: 152 (year 2040), Design Load: HL 93, Features Intersected: Big Indian Run, Facility Carried by Structure: Jericho Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.014, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Other Coated Reinforcing