Bridge Statistics for Hiddenite, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 69ft / 21.2mTotal length
- 7,280Total average daily traffic
- 435Total average daily truck traffic
- 14,560Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hiddenite
- No street view available for this location
- New bridges - historical statistics
- 21970-1979
- 31980-1989
- 41990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Substructure
- 75.0%Good
- 25.0%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 81.8%Good
- 9.1%Satisfactory
- Bridge Condition - Culverts
- 42.9%Good
- 42.9%Satisfactory
- 14.3%Poor
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Structure Number: 30018, Location: 125 FT. W. JCT. SR1459 (Lat: 35.941839, Lng: -81.071522), Route carried "on" structure: State highway 1461, Year Built: 1986, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 650 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30018, Location: 125 FT. W. JCT. SR1459 (Lat: 35.941839, Lng: -81.071522), Route carried "on" structure: State highway 1461, Year Built: 1986, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 650 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30021, Location: 0.4 MI. E. JCT. SR1492 (Lat: 35.919300, Lng: -81.070317), Route carried "on" structure: State highway 1491, Year Built: 1972, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: October 2020
Structure Number: 30021, Location: 0.4 MI. E. JCT. SR1492 (Lat: 35.919300, Lng: -81.070317), Route carried "on" structure: State highway 1491, Year Built: 1972, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: October 2020
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Structure Number: 30026, Location: 0.4 MI. E. JCT. SR1001 (Lat: 35.961075, Lng: -81.078822), Route carried "on" structure: State highway 1458, Year Built: 1985, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 120 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30026, Location: 0.4 MI. E. JCT. SR1001 (Lat: 35.961075, Lng: -81.078822), Route carried "on" structure: State highway 1458, Year Built: 1985, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 120 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30048, Location: 50FT N. JCT. SR1560 (Lat: 35.937503, Lng: -81.080303), Route carried "on" structure: State highway 1001, Year Built: 2012, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 870 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,740 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY FACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 84.3 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: 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: August 2020
Structure Number: 30048, Location: 50FT N. JCT. SR1560 (Lat: 35.937503, Lng: -81.080303), Route carried "on" structure: State highway 1001, Year Built: 2012, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 870 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,740 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY FACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 84.3 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: 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: August 2020
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Structure Number: 30049, Location: 200 FT. S. JCT. SR1491 (Lat: 35.919819, Lng: -81.086839), Route carried "on" structure: State highway 1001, Year Built: 1985, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 1,300 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: WALLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 2020
Structure Number: 30049, Location: 200 FT. S. JCT. SR1491 (Lat: 35.919819, Lng: -81.086839), Route carried "on" structure: State highway 1001, Year Built: 1985, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 1,300 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: WALLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 2020
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Structure Number: 30051, Location: 0.4 MI. N. JCT. SR1518 (Lat: 35.926450, Lng: -81.095528), Route carried "on" structure: State highway 1496, Year Built: 1999, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 420 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 840 (year 2040), Design Load: HS 20+Mod, Features Intersected: GREASY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30051, Location: 0.4 MI. N. JCT. SR1518 (Lat: 35.926450, Lng: -81.095528), Route carried "on" structure: State highway 1496, Year Built: 1999, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 420 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 840 (year 2040), Design Load: HS 20+Mod, Features Intersected: GREASY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3016, Location: 0.4 MI. E. JCT. SR1422 (Lat: 35.941750, Lng: -81.117631), Route carried "on" structure: State highway 1419, Year Built: 1993, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,300 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: WALLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3016, Location: 0.4 MI. E. JCT. SR1422 (Lat: 35.941750, Lng: -81.117631), Route carried "on" structure: State highway 1419, Year Built: 1993, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,300 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: WALLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30259, Location: 0.3 MI. W. JCT. SR1001 (Lat: 35.948436, Lng: -81.085283), Route carried "on" structure: State highway 1494, Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 170 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 340 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY FACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: August 2020
Structure Number: 30259, Location: 0.3 MI. W. JCT. SR1001 (Lat: 35.948436, Lng: -81.085283), Route carried "on" structure: State highway 1494, Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 170 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 340 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY FACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: August 2020
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Structure Number: 30275, Location: 0.5 MI. E. JCT. SR1001 (Lat: 35.961278, Lng: -81.076825), Route carried "on" structure: State highway 1458, Year Built: 1998, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 120 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH SOUTH YADKIN RIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: August 2020
Structure Number: 30275, Location: 0.5 MI. E. JCT. SR1001 (Lat: 35.961278, Lng: -81.076825), Route carried "on" structure: State highway 1458, Year Built: 1998, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 120 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH SOUTH YADKIN RIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: August 2020
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Structure Number: 30284, Location: 0.2 MI. E. JCT. SR1005 (Lat: 35.885164, Lng: -81.085578), Route carried "on" structure: State highway 1632, Year Built: 2001, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: August 2020
Structure Number: 30284, Location: 0.2 MI. E. JCT. SR1005 (Lat: 35.885164, Lng: -81.085578), Route carried "on" structure: State highway 1632, Year Built: 2001, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: August 2020
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Structure Number: 30304, Location: 0.3 MI. W. JCT. SR1426 (Lat: 35.956994, Lng: -81.094675), Route carried "on" structure: State highway 1419, Year Built: 1972, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 630 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY FACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 30304, Location: 0.3 MI. W. JCT. SR1426 (Lat: 35.956994, Lng: -81.094675), Route carried "on" structure: State highway 1419, Year Built: 1972, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 630 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY FACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020