Bridge Statistics for Riverdale, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 495ft / 151mTotal length
- $5,415,000Total costs
- 32,969Total average daily traffic
- 4,033Total average daily truck traffic
- 43,515Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Riverdale
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 31970-1979
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 57.1%Satisfactory
- Bridge Condition - Substructure
- 57.1%Good
- 42.9%Satisfactory
- Bridge Condition - Channel
- 20.0%Good
- 40.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 9148, Location: 0.84-Rt 742/1.06-Rt 658 (Lat: 36.676644, Lng: -78.826803), Route carried "on" structure: US 58, Year Built: 1929, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 2,836 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,972 (year 2040), Features Intersected: Grassy Creek, Facility Carried by Structure: Bill Tuck Highway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 531.713, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,652,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9148, Location: 0.84-Rt 742/1.06-Rt 658 (Lat: 36.676644, Lng: -78.826803), Route carried "on" structure: US 58, Year Built: 1929, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 2,836 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,972 (year 2040), Features Intersected: Grassy Creek, Facility Carried by Structure: Bill Tuck Highway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 531.713, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,652,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9149, Location: 0.75-Rt 360/0.25-Rt 742 (Lat: 36.689708, Lng: -78.873817), Route carried "on" structure: US 58, Year Built: 1929, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 2,836 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,972 (year 2040), Features Intersected: Perrin's Creek, Facility Carried by Structure: Bill Tuck Hwy EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 527.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,276,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,914,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9149, Location: 0.75-Rt 360/0.25-Rt 742 (Lat: 36.689708, Lng: -78.873817), Route carried "on" structure: US 58, Year Built: 1929, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 2,836 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,972 (year 2040), Features Intersected: Perrin's Creek, Facility Carried by Structure: Bill Tuck Hwy EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 527.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,276,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,914,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 915, Location: 0.50-Rt. 704/0.90-Rt. 931 (Lat: 36.680078, Lng: -78.914494), Route carried "on" structure: US 58, Year Built: 1933, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 3,883 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,438 (year 2040), Features Intersected: Lawson Creek, Facility Carried by Structure: Philpott Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 523.406, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), 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: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,232,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,849,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 915, Location: 0.50-Rt. 704/0.90-Rt. 931 (Lat: 36.680078, Lng: -78.914494), Route carried "on" structure: US 58, Year Built: 1933, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 3,883 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,438 (year 2040), Features Intersected: Lawson Creek, Facility Carried by Structure: Philpott Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 523.406, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), 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: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,232,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,849,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9169, Location: 1.80 TO 658 - 0.85 TO 742 (Lat: 36.676708, Lng: -78.826431), Route carried "on" structure: US 58, Year Built: 1974, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,836 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,972 (year 2040), Features Intersected: Grassy Creek, Facility Carried by Structure: Bill Tuck Highway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 531.731, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 9169, Location: 1.80 TO 658 - 0.85 TO 742 (Lat: 36.676708, Lng: -78.826431), Route carried "on" structure: US 58, Year Built: 1974, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,836 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,972 (year 2040), Features Intersected: Grassy Creek, Facility Carried by Structure: Bill Tuck Highway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 531.731, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 917, Location: 0.25 TO 742 - 0.74 TO 360 (Lat: 36.689906, Lng: -78.873658), Route carried "on" structure: US 58, Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,836 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,972 (year 2040), Features Intersected: Perrin's Creek, Facility Carried by Structure: Bill Tuck Highway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 527.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Fair, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 917, Location: 0.25 TO 742 - 0.74 TO 360 (Lat: 36.689906, Lng: -78.873658), Route carried "on" structure: US 58, Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,836 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,972 (year 2040), Features Intersected: Perrin's Creek, Facility Carried by Structure: Bill Tuck Highway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 527.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Fair, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 9204, Location: 0.02 TO 904 - 0.60 TO 830 (Lat: 36.662800, Lng: -78.899342), Route carried "on" structure: US 501, Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,955 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,450 (year 2040), Features Intersected: Stokes Creek, Facility Carried by Structure: Huell Matthews Hy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.783, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 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: March 2021
Structure Number: 9204, Location: 0.02 TO 904 - 0.60 TO 830 (Lat: 36.662800, Lng: -78.899342), Route carried "on" structure: US 501, Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,955 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,450 (year 2040), Features Intersected: Stokes Creek, Facility Carried by Structure: Huell Matthews Hy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.783, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 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: March 2021
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Structure Number: 9334, Location: 1.80 to 602-2.30 to 658 (Lat: 36.627081, Lng: -78.825442), Route carried "on" structure: County highway 741, Year Built: 1974, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 188 (year 2020), Average Future Daily Traffic: 207 (year 2040), Features Intersected: Hyco River, Facility Carried by Structure: Lowery Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.365, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), 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: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9334, Location: 1.80 to 602-2.30 to 658 (Lat: 36.627081, Lng: -78.825442), Route carried "on" structure: County highway 741, Year Built: 1974, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 188 (year 2020), Average Future Daily Traffic: 207 (year 2040), Features Intersected: Hyco River, Facility Carried by Structure: Lowery Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.365, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), 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: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26081, Location: 0.00-RT221; 0.45-RT888 (Lat: 37.200750, Lng: -80.033694), Route carried "on" structure: County highway 688, Year Built: 2013, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 2,973 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,056 (year 2040), Design Load: HL 93, Features Intersected: BACK CREEK, Facility Carried by Structure: COTTON HILL ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 26081, Location: 0.00-RT221; 0.45-RT888 (Lat: 37.200750, Lng: -80.033694), Route carried "on" structure: County highway 688, Year Built: 2013, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 2,973 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,056 (year 2040), Design Load: HL 93, Features Intersected: BACK CREEK, Facility Carried by Structure: COTTON HILL ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 26678, Location: 0000SCL SOBO/0000 HAL CL (Lat: 36.691139, Lng: -78.887269), Route carried "on" structure: US 360, Year Built: 2005, Status: Open, Structure Length: 65.33m (214.34ft), Average Daily Traffic: 4,813 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,738 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS Railway & Dan River, Facility Carried by Structure: John Randolph BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 58.0m (190.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26678, Location: 0000SCL SOBO/0000 HAL CL (Lat: 36.691139, Lng: -78.887269), Route carried "on" structure: US 360, Year Built: 2005, Status: Open, Structure Length: 65.33m (214.34ft), Average Daily Traffic: 4,813 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,738 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS Railway & Dan River, Facility Carried by Structure: John Randolph BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 58.0m (190.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26679, Location: 0.00-So Bost/0.00-Halifax (Lat: 36.691119, Lng: -78.887447), Route carried "on" structure: US 360, Year Built: 2006, Status: Open, Structure Length: 65.33m (214.34ft), Average Daily Traffic: 4,813 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,738 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS Rwy & Dan River, Facility Carried by Structure: John Randolph Blvd
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: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 58.0m (190.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26679, Location: 0.00-So Bost/0.00-Halifax (Lat: 36.691119, Lng: -78.887447), Route carried "on" structure: US 360, Year Built: 2006, Status: Open, Structure Length: 65.33m (214.34ft), Average Daily Traffic: 4,813 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,738 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS Rwy & Dan River, Facility Carried by Structure: John Randolph Blvd
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: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 58.0m (190.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing