Bridge Statistics for Stuart, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 135ft / 40.9mTotal length
- $25,247,000Total costs
- 35,065Total average daily traffic
- 2,550Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Stuart
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 21940-1949
- 11960-1969
- 51970-1979
- 31980-1989
- 21990-1999
- 62000-2009
- Bridge Condition - Deck
- 57.1%Good
- 28.6%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 21.4%Very good
- 35.7%Good
- 21.4%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 42.9%Good
- 42.9%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 38.9%Very good
- 11.1%Good
- 44.4%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 13191, Location: 3.32-Rte103;0.54-Rte58 (Lat: 36.635458, Lng: -80.269239), Route carried "on" structure: State highway 8, Year Built: 1941, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 3,917 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,692 (year 2040), Design Load: HS 20+Mod, Features Intersected: Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.014, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,564,000, Roadway Improvement Cost: $897,000, Total Project Cost: $8,589,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13191, Location: 3.32-Rte103;0.54-Rte58 (Lat: 36.635458, Lng: -80.269239), Route carried "on" structure: State highway 8, Year Built: 1941, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 3,917 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,692 (year 2040), Design Load: HS 20+Mod, Features Intersected: Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.014, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,564,000, Roadway Improvement Cost: $897,000, Total Project Cost: $8,589,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13202, Location: 0.00 RT 58; 3.89 RT 57 (Lat: 36.676700, Lng: -80.277650), Route carried "on" structure: State highway 8, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,725 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,998 (year 2040), Design Load: HS 20, Features Intersected: N. Fork Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.882, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 13202, Location: 0.00 RT 58; 3.89 RT 57 (Lat: 36.676700, Lng: -80.277650), Route carried "on" structure: State highway 8, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,725 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,998 (year 2040), Design Load: HS 20, Features Intersected: N. Fork Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.882, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 13219, Location: 0.27-RT 8;14.50-Floyd Co (Lat: 36.679428, Lng: -80.281111), Route carried "on" structure: US 58, Year Built: 1929, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,833 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,016 (year 2040), Design Load: HS 20+Mod, Features Intersected: Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 378.876, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), 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: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.14m (3.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $208,000, Total Project Cost: $2,216,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13219, Location: 0.27-RT 8;14.50-Floyd Co (Lat: 36.679428, Lng: -80.281111), Route carried "on" structure: US 58, Year Built: 1929, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,833 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,016 (year 2040), Design Load: HS 20+Mod, Features Intersected: Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 378.876, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), 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: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.14m (3.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $208,000, Total Project Cost: $2,216,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1322, Location: 1.10-RT 8;13.67-Floyd Co (Lat: 36.690192, Lng: -80.286892), Route carried "on" structure: US 58, Year Built: 1928, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,833 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,016 (year 2040), Design Load: HS 20+Mod, Features Intersected: N.Forkof Poorhouse Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 377.541, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), 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: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $208,000, Total Project Cost: $2,216,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1322, Location: 1.10-RT 8;13.67-Floyd Co (Lat: 36.690192, Lng: -80.286892), Route carried "on" structure: US 58, Year Built: 1928, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,833 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,016 (year 2040), Design Load: HS 20+Mod, Features Intersected: N.Forkof Poorhouse Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 377.541, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), 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: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $208,000, Total Project Cost: $2,216,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13224, Location: 0.02 RT 8; 0.33 RT 817 (Lat: 36.676900, Lng: -80.278278), Route carried "on" structure: US 58, Year Built: 1976, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,833 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,016 (year 2040), Design Load: HS 20, Features Intersected: North Fork of Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.261, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $776,000, Roadway Improvement Cost: $233,000, Total Project Cost: $2,482,000 ( Estimate for 2019)
Structure Number: 13224, Location: 0.02 RT 8; 0.33 RT 817 (Lat: 36.676900, Lng: -80.278278), Route carried "on" structure: US 58, Year Built: 1976, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,833 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,016 (year 2040), Design Load: HS 20, Features Intersected: North Fork of Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.261, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $776,000, Roadway Improvement Cost: $233,000, Total Project Cost: $2,482,000 ( Estimate for 2019)
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Structure Number: 13235, Location: 0.25-RT 644N;0.30-RT 644S (Lat: 36.594850, Lng: -80.312672), Route carried "on" structure: State highway 103, Year Built: 1941, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,695 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,910 (year 2040), Design Load: H 15, Features Intersected: Peters Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.098, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,182,000, Roadway Improvement Cost: $355,000, Total Project Cost: $3,783,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 13235, Location: 0.25-RT 644N;0.30-RT 644S (Lat: 36.594850, Lng: -80.312672), Route carried "on" structure: State highway 103, Year Built: 1941, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,695 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,910 (year 2040), Design Load: H 15, Features Intersected: Peters Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.098, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,182,000, Roadway Improvement Cost: $355,000, Total Project Cost: $3,783,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 13282, Location: 1.07 Rt 787; 0.70 Rt 815 (Lat: 36.643342, Lng: -80.304200), Route carried "on" structure: County highway 631, Year Built: 1983, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 377 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 415 (year 2040), Design Load: HS 20, Features Intersected: South Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.988, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 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: 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: August 2021
Structure Number: 13282, Location: 1.07 Rt 787; 0.70 Rt 815 (Lat: 36.643342, Lng: -80.304200), Route carried "on" structure: County highway 631, Year Built: 1983, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 377 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 415 (year 2040), Design Load: HS 20, Features Intersected: South Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.988, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 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: 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: August 2021
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Structure Number: 13289, Location: 0.52 Rt 787; 1.25 Rt 815 (Lat: 36.641392, Lng: -80.300494), Route carried "on" structure: County highway 631, Year Built: 1983, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 377 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 415 (year 2040), Design Load: HS 20, Features Intersected: South Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.034, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 13289, Location: 0.52 Rt 787; 1.25 Rt 815 (Lat: 36.641392, Lng: -80.300494), Route carried "on" structure: County highway 631, Year Built: 1983, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 377 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 415 (year 2040), Design Load: HS 20, Features Intersected: South Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.034, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 13291, Location: 00.40 RT 644;00.15 RT 643 (Lat: 36.639719, Lng: -80.330925), Route carried "on" structure: County highway 631, Year Built: 1984, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 377 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 415 (year 2040), Design Load: HS 20+Mod, Features Intersected: South Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 13291, Location: 00.40 RT 644;00.15 RT 643 (Lat: 36.639719, Lng: -80.330925), Route carried "on" structure: County highway 631, Year Built: 1984, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 377 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 415 (year 2040), Design Load: HS 20+Mod, Features Intersected: South Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 13302, Location: 1.10-Stuart; 0.40-D.End (Lat: 36.658431, Lng: -80.291217), Route carried "on" structure: County highway 642, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 111 (year 2014), Average Future Daily Traffic: 125 (year 2040), Design Load: HL 93, Features Intersected: Poor House Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.3 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 replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $55,000, Total Project Cost: $507,000 ( Estimate for 2015), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 13302, Location: 1.10-Stuart; 0.40-D.End (Lat: 36.658431, Lng: -80.291217), Route carried "on" structure: County highway 642, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 111 (year 2014), Average Future Daily Traffic: 125 (year 2040), Design Load: HL 93, Features Intersected: Poor House Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.3 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 replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $55,000, Total Project Cost: $507,000 ( Estimate for 2015), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 13303, Location: 0.10 Rt T1014; 1.46 D End (Lat: 36.644231, Lng: -80.286181), Route carried "on" structure: County highway 642, Year Built: 1971, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 111 (year 2014), Average Future Daily Traffic: 125 (year 2040), Design Load: HS 20, Features Intersected: Poorhouse Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $780,000, Roadway Improvement Cost: $273,000, Total Project Cost: $2,536,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13303, Location: 0.10 Rt T1014; 1.46 D End (Lat: 36.644231, Lng: -80.286181), Route carried "on" structure: County highway 642, Year Built: 1971, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 111 (year 2014), Average Future Daily Traffic: 125 (year 2040), Design Load: HS 20, Features Intersected: Poorhouse Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $780,000, Roadway Improvement Cost: $273,000, Total Project Cost: $2,536,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1336, Location: 1.60-RT 727;0.51-SCL STUA (Lat: 36.632428, Lng: -80.255083), Route carried "on" structure: County highway 681, Year Built: 1964, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 412 (year 2014), Average Future Daily Traffic: 419 (year 2040), Features Intersected: South Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.450, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1336, Location: 1.60-RT 727;0.51-SCL STUA (Lat: 36.632428, Lng: -80.255083), Route carried "on" structure: County highway 681, Year Built: 1964, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 412 (year 2014), Average Future Daily Traffic: 419 (year 2040), Features Intersected: South Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.450, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13398, Location: 00.00 RT 687;00.19 RT 688 (Lat: 36.647653, Lng: -80.249983), Route carried "on" structure: County highway 765, Year Built: 1932, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 112 (year 2014), Average Future Daily Traffic: 127 (year 2040), Features Intersected: Rhody Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.695, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $910,000, Roadway Improvement Cost: $228,000, Total Project Cost: $2,918,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13398, Location: 00.00 RT 687;00.19 RT 688 (Lat: 36.647653, Lng: -80.249983), Route carried "on" structure: County highway 765, Year Built: 1932, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 112 (year 2014), Average Future Daily Traffic: 127 (year 2040), Features Intersected: Rhody Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.695, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $910,000, Roadway Improvement Cost: $228,000, Total Project Cost: $2,918,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13407, Location: 0.01 RT 631; 0.44 End Mt (Lat: 36.640247, Lng: -80.292858), Route carried "on" structure: County highway 787, Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 34 (year 2040), Design Load: HS 20, Features Intersected: South Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.779, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 13407, Location: 0.01 RT 631; 0.44 End Mt (Lat: 36.640247, Lng: -80.292858), Route carried "on" structure: County highway 787, Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 34 (year 2040), Design Load: HS 20, Features Intersected: South Mayo River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.779, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 23379, Location: 0.54-NCL STURT; 0.10 Rt58 (Lat: 36.650647, Lng: -80.285214), Route carried "on" structure: State highway 8, Year Built: 1992, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 2,455 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: MAYO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23379, Location: 0.54-NCL STURT; 0.10 Rt58 (Lat: 36.650647, Lng: -80.285214), Route carried "on" structure: State highway 8, Year Built: 1992, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 2,455 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: MAYO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2569, Location: 0.00 Rt 765; 1.15 Stuart (Lat: 36.642075, Lng: -80.247358), Route carried "on" structure: US 58, Year Built: 1999, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 4,310 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,035 (year 2040), Design Load: HS 20+Mod, Features Intersected: RHODY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 387.335, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2569, Location: 0.00 Rt 765; 1.15 Stuart (Lat: 36.642075, Lng: -80.247358), Route carried "on" structure: US 58, Year Built: 1999, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 4,310 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,035 (year 2040), Design Load: HS 20+Mod, Features Intersected: RHODY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 387.335, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25984, Location: 0.00 RTE 631;3.0 Dead End (Lat: 36.650264, Lng: -80.314322), Route carried "on" structure: County highway 815, Year Built: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 105 (year 2014), Average Future Daily Traffic: 119 (year 2040), Design Load: HS 20+Mod, Features Intersected: Mayo River, Facility Carried by Structure: Rye Cv CkRd/RT 631
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25984, Location: 0.00 RTE 631;3.0 Dead End (Lat: 36.650264, Lng: -80.314322), Route carried "on" structure: County highway 815, Year Built: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 105 (year 2014), Average Future Daily Traffic: 119 (year 2040), Design Load: HS 20+Mod, Features Intersected: Mayo River, Facility Carried by Structure: Rye Cv CkRd/RT 631
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26042, Location: .6 MI S. EXISTING RTE. 58 (Lat: 36.650936, Lng: -80.284494), Route carried "on" structure: US 58, Year Built: 2002, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 3,858 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,401 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORTH FORK MAYO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 382.652, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.6m (90.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26042, Location: .6 MI S. EXISTING RTE. 58 (Lat: 36.650936, Lng: -80.284494), Route carried "on" structure: US 58, Year Built: 2002, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 3,858 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,401 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORTH FORK MAYO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 382.652, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.6m (90.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26668, Location: 3.00 Rt. 8; .6 Rt. 836 (Lat: 36.650219, Lng: -80.270881), Route carried "on" structure: US 58, Year Built: 2002, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 2,197 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,076 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 1025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 384.149, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26668, Location: 3.00 Rt. 8; .6 Rt. 836 (Lat: 36.650219, Lng: -80.270881), Route carried "on" structure: US 58, Year Built: 2002, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 2,197 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,076 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 1025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 384.149, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27515, Location: 3.0 Rt 8 N; .6 Rt 830 (Lat: 36.650381, Lng: -80.270831), Route carried "on" structure: US 58, Year Built: 2002, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 2,197 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,076 (year 2040), Design Load: HL 93, Features Intersected: 1025
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 384.149, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27515, Location: 3.0 Rt 8 N; .6 Rt 830 (Lat: 36.650381, Lng: -80.270831), Route carried "on" structure: US 58, Year Built: 2002, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 2,197 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,076 (year 2040), Design Load: HL 93, Features Intersected: 1025
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 384.149, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26668, Location: 3.00 Rt. 8; .6 Rt. 836 (Lat: 36.650219, Lng: -80.270881), Route carried "under" structure: County highway 58, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 1,600 (year 2017), Features Intersected: RTE. 1025
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 26668, Location: 3.00 Rt. 8; .6 Rt. 836 (Lat: 36.650219, Lng: -80.270881), Route carried "under" structure: County highway 58, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 1,600 (year 2017), Features Intersected: RTE. 1025
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 27515, Location: 3.0 Rt 8 N; .6 Rt 830 (Lat: 36.650381, Lng: -80.270831), Route carried "under" structure: Bypass County highway 58, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 1,600 (year 2017), Features Intersected: 1025
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 27515, Location: 3.0 Rt 8 N; .6 Rt 830 (Lat: 36.650381, Lng: -80.270831), Route carried "under" structure: Bypass County highway 58, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 1,600 (year 2017), Features Intersected: 1025
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)