Bridge Statistics for Crossnore, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 184ft / 56.3mTotal length
- $5,869,000Total costs
- 45,785Total average daily traffic
- 4,020Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Crossnore
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 41940-1949
- 31950-1959
- 41960-1969
- 42000-2009
- 22010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 72.7%Good
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 6.7%Very good
- 46.7%Good
- 33.3%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Substructure
- 6.7%Very good
- 60.0%Good
- 20.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 25.0%Very good
- 50.0%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 25.0%Fair
- 25.0%Poor
Find on map >> Show street view
Structure Number: 110008, Location: .2 MI.N.JCT.SR1521 (Lat: 36.004661, Lng: -81.890367), Route carried "on" structure: State highway 181, Year Built: 1935, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,000 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 6,000 (year 2040), Features Intersected: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 110008, Location: .2 MI.N.JCT.SR1521 (Lat: 36.004661, Lng: -81.890367), Route carried "on" structure: State highway 181, Year Built: 1935, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,000 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 6,000 (year 2040), Features Intersected: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 110012, Location: 25 FT.N.JCT.SR1546 (Lat: 35.988778, Lng: -81.943728), Route carried "on" structure: State highway 1525, Year Built: 2001, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 90 (year 2000), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: LINVILLE RIVER
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 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: 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 110012, Location: 25 FT.N.JCT.SR1546 (Lat: 35.988778, Lng: -81.943728), Route carried "on" structure: State highway 1525, Year Built: 2001, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 90 (year 2000), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: LINVILLE RIVER
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 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: 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 110014, Location: 10 FT.S.JCT.SR1119 (Lat: 36.022814, Lng: -81.973583), Route carried "on" structure: State highway 1114, Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 290 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 20+Mod, Features Intersected: PLUMTREE 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 110014, Location: 10 FT.S.JCT.SR1119 (Lat: 36.022814, Lng: -81.973583), Route carried "on" structure: State highway 1114, Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 290 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 20+Mod, Features Intersected: PLUMTREE 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 110025, Location: 25' N.JCT.NC194 (Lat: 36.032578, Lng: -81.913469), Route carried "on" structure: US 221, Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 8,300 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 16,600 (year 2040), Design Load: H 15, Features Intersected: MILL TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 110025, Location: 25' N.JCT.NC194 (Lat: 36.032578, Lng: -81.913469), Route carried "on" structure: US 221, Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 8,300 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 16,600 (year 2040), Design Load: H 15, Features Intersected: MILL TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 110027, Location: 75FT.N.JCT.SR1505 (Lat: 36.028914, Lng: -81.896161), Route carried "on" structure: US 221, Year Built: 1941, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 13,400 (year 2040), Design Load: H 15, Features Intersected: LINVILLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 110027, Location: 75FT.N.JCT.SR1505 (Lat: 36.028914, Lng: -81.896161), Route carried "on" structure: US 221, Year Built: 1941, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 13,400 (year 2040), Design Load: H 15, Features Intersected: LINVILLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 21), Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 110061, Location: .8 MI.S.JCT.SR1531 (Lat: 35.981211, Lng: -81.935206), Route carried "on" structure: State highway 1525, Year Built: 1950, Year Reconstructed: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 90 (year 2000), Average Future Daily Traffic: 180 (year 2040), Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), 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: 110061, Location: .8 MI.S.JCT.SR1531 (Lat: 35.981211, Lng: -81.935206), Route carried "on" structure: State highway 1525, Year Built: 1950, Year Reconstructed: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 90 (year 2000), Average Future Daily Traffic: 180 (year 2040), Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 110141, Location: 2.0 MI.N.JCT.SR1119 (Lat: 36.031814, Lng: -81.986903), Route carried "on" structure: State highway 1114, Year Built: 2018, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HL 93, Features Intersected: FALL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 110141, Location: 2.0 MI.N.JCT.SR1119 (Lat: 36.031814, Lng: -81.986903), Route carried "on" structure: State highway 1114, Year Built: 2018, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HL 93, Features Intersected: FALL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 110143, Location: 200 FT.E.JCT.US221,NC194 (Lat: 36.003642, Lng: -81.935719), Route carried "on" structure: State highway 1536, Year Built: 2017, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 450 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 900 (year 2040), Design Load: HL 93, Features Intersected: LINVILLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 110143, Location: 200 FT.E.JCT.US221,NC194 (Lat: 36.003642, Lng: -81.935719), Route carried "on" structure: State highway 1536, Year Built: 2017, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 450 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 900 (year 2040), Design Load: HL 93, Features Intersected: LINVILLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 110176, Location: 100 FT.N.JCT.US221,NC94 (Lat: 36.021278, Lng: -81.920164), Route carried "on" structure: State highway 1524, Year Built: 1960, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 120 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Poor, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 110176, Location: 100 FT.N.JCT.US221,NC94 (Lat: 36.021278, Lng: -81.920164), Route carried "on" structure: State highway 1524, Year Built: 1960, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 120 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Poor, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 230204, Location: 0.1 MI.W.JCT.NC183 (Lat: 35.987397, Lng: -81.903892), Route carried "on" structure: State highway 1272, Year Built: 2005, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230204, Location: 0.1 MI.W.JCT.NC183 (Lat: 35.987397, Lng: -81.903892), Route carried "on" structure: State highway 1272, Year Built: 2005, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 23029, Location: .03 MI.W.JCT.NC183 (Lat: 35.984456, Lng: -81.910194), Route carried "on" structure: State highway 1271, Year Built: 2005, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: CAMP CREEK
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), 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: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23029, Location: .03 MI.W.JCT.NC183 (Lat: 35.984456, Lng: -81.910194), Route carried "on" structure: State highway 1271, Year Built: 2005, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: CAMP CREEK
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), 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: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5140100P, Location: 5.2 MILES FROM U.S. ROUTE (Lat: 36.004800, Lng: -81.890483), Route carried "on" structure: Federal lands road 1, Year Built: 1959, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 1,020 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,122 (year 2031), Design Load: H 15, Features Intersected: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 502.200, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $3,000, Total Project Cost: $45,000 ( Estimate for 2019)
Structure Number: 5140100P, Location: 5.2 MILES FROM U.S. ROUTE (Lat: 36.004800, Lng: -81.890483), Route carried "on" structure: Federal lands road 1, Year Built: 1959, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 1,020 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,122 (year 2031), Design Load: H 15, Features Intersected: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 502.200, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $3,000, Total Project Cost: $45,000 ( Estimate for 2019)
Find on map >> Show street view
Structure Number: 5140101P, Location: 3.2 MILES FROM NC ROUTE 1 (Lat: 35.978306, Lng: -81.919417), Route carried "on" structure: Federal lands road 1, Year Built: 1939, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 5,007 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,507 (year 2031), Design Load: H 15, Features Intersected: CAMP CREEK, Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 507.426, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $3,000, Total Project Cost: $41,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5140101P, Location: 3.2 MILES FROM NC ROUTE 1 (Lat: 35.978306, Lng: -81.919417), Route carried "on" structure: Federal lands road 1, Year Built: 1939, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 5,007 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,507 (year 2031), Design Load: H 15, Features Intersected: CAMP CREEK, Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 507.426, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $3,000, Total Project Cost: $41,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5140102P, Location: 0.2 MILES EAST OF BLUE RI (Lat: 35.970944, Lng: -81.931583), Route carried "on" structure: Spur Federal lands road 212, Year Built: 1964, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 1,500 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 1,600 (year 2033), Design Load: H 15, Features Intersected: LINVILLE RIVER, Facility Carried by Structure: LINVILLE SPUR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.148, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.8m (81.4ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $7,000, Total Project Cost: $105,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5140102P, Location: 0.2 MILES EAST OF BLUE RI (Lat: 35.970944, Lng: -81.931583), Route carried "on" structure: Spur Federal lands road 212, Year Built: 1964, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 1,500 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 1,600 (year 2033), Design Load: H 15, Features Intersected: LINVILLE RIVER, Facility Carried by Structure: LINVILLE SPUR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.148, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.8m (81.4ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $7,000, Total Project Cost: $105,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5140103P, Location: 0.2 MILES EAST OF BLUE RI (Lat: 35.969861, Lng: -81.931500), Route carried "on" structure: Spur Federal lands road 212, Year Built: 1964, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 1,502 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 1,652 (year 2033), Design Load: H 15, Features Intersected: LINVILLE RIVER, Facility Carried by Structure: LINVILLE SPUR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.148, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $7,000, Total Project Cost: $105,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5140103P, Location: 0.2 MILES EAST OF BLUE RI (Lat: 35.969861, Lng: -81.931500), Route carried "on" structure: Spur Federal lands road 212, Year Built: 1964, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 1,502 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 1,652 (year 2033), Design Load: H 15, Features Intersected: LINVILLE RIVER, Facility Carried by Structure: LINVILLE SPUR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.148, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $7,000, Total Project Cost: $105,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5140104P, Location: 0.45 MILES FROM BLUE RIDG (Lat: 35.965233, Lng: -81.929883), Route carried "on" structure: Spur Federal lands road 212, Year Built: 1964, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 1,502 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 1,652 (year 2033), Design Load: H 15, Features Intersected: NC ROUTE 183, Facility Carried by Structure: LINVILLE SPUR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.148, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5140104P, Location: 0.45 MILES FROM BLUE RIDG (Lat: 35.965233, Lng: -81.929883), Route carried "on" structure: Spur Federal lands road 212, Year Built: 1964, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 1,502 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 1,652 (year 2033), Design Load: H 15, Features Intersected: NC ROUTE 183, Facility Carried by Structure: LINVILLE SPUR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.148, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5140106P, Location: 0.8 MILES TO U.S. ROUTE 2 (Lat: 35.973450, Lng: -81.936783), Route carried "on" structure: Federal lands road 1, Year Built: 1940, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 5,007 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 5,507 (year 2033), Design Load: H 15, Features Intersected: LINVILLE RIVER, Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.360, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.9m (101.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2019, Bridge Improvement Cost: $3,350,000, Roadway Improvement Cost: $335,000, Total Project Cost: $5,025,000 ( Estimate for 2015)
Structure Number: 5140106P, Location: 0.8 MILES TO U.S. ROUTE 2 (Lat: 35.973450, Lng: -81.936783), Route carried "on" structure: Federal lands road 1, Year Built: 1940, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 5,007 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 5,507 (year 2033), Design Load: H 15, Features Intersected: LINVILLE RIVER, Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.360, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.9m (101.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2019, Bridge Improvement Cost: $3,350,000, Roadway Improvement Cost: $335,000, Total Project Cost: $5,025,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 5140107P, Location: 2.9 MILES TO NC ROUTE 127 (Lat: 35.965528, Lng: -81.949528), Route carried "on" structure: Federal lands road 1, Year Built: 1940, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,007 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 5,507 (year 2033), Design Load: H 15, Features Intersected: U.S. ROUTE 221, Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 510.935, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $23,000 ( Estimate for 2015)
Structure Number: 5140107P, Location: 2.9 MILES TO NC ROUTE 127 (Lat: 35.965528, Lng: -81.949528), Route carried "on" structure: Federal lands road 1, Year Built: 1940, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,007 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 5,507 (year 2033), Design Load: H 15, Features Intersected: U.S. ROUTE 221, Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 510.935, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $23,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 5140191P, Location: 0.01 MILES FROM U.S. ROUT (Lat: 35.965783, Lng: -81.949417), Route carried "on" structure: Federal lands road 1, Year Built: 1950, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 2,200 (year 2033), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 510.918, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: June 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2015)
Structure Number: 5140191P, Location: 0.01 MILES FROM U.S. ROUT (Lat: 35.965783, Lng: -81.949417), Route carried "on" structure: Federal lands road 1, Year Built: 1950, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 2,200 (year 2033), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 510.918, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: June 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: 110008, Location: .2 MI.N.JCT.SR1521 (Lat: 36.004661, Lng: -81.890367), Route carried "under" structure: Other road , Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 2,800 (year 2010), Truck Traffic: 8%, Features Intersected: NC181, Facility Carried by Structure: BLUE RIDGE PWY.
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 110008, Location: .2 MI.N.JCT.SR1521 (Lat: 36.004661, Lng: -81.890367), Route carried "under" structure: Other road , Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 2,800 (year 2010), Truck Traffic: 8%, Features Intersected: NC181, Facility Carried by Structure: BLUE RIDGE PWY.
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 20.7m (67.9ft)