Bridge Statistics for Connelly Springs, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 144ft / 43.7mTotal length
- 250,420Total average daily traffic
- 39,670Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Connelly Springs
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 71950-1959
- 31990-1999
- 22000-2009
- 52010-2019
- Bridge Condition - Deck
- 18.2%Excellent
- 9.1%Very good
- 18.2%Good
- 36.4%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 27.3%Excellent
- 18.2%Very good
- 9.1%Good
- 18.2%Satisfactory
- 27.3%Fair
- Bridge Condition - Substructure
- 18.2%Excellent
- 18.2%Very good
- 27.3%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 75.0%Good
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Structure Number: 230015, Location: .8 MI.E.JCT.SR1001 (Lat: 35.686533, Lng: -81.507492), Route carried "on" structure: State highway 1793, Year Built: 2016, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 500 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HL 93, Features Intersected: CUB 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: 16.7m (54.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 61.6 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230015, Location: .8 MI.E.JCT.SR1001 (Lat: 35.686533, Lng: -81.507492), Route carried "on" structure: State highway 1793, Year Built: 2016, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 500 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HL 93, Features Intersected: CUB 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: 16.7m (54.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 61.6 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230016, Location: .8 MI.S.JCT.SR1001 (Lat: 35.674469, Lng: -81.516267), Route carried "on" structure: State highway 1795, Year Built: 2001, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 460 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HS 20+Mod, Features Intersected: HENRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 230016, Location: .8 MI.S.JCT.SR1001 (Lat: 35.674469, Lng: -81.516267), Route carried "on" structure: State highway 1795, Year Built: 2001, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 460 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HS 20+Mod, Features Intersected: HENRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 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: 230023, Location: 0.6 MI.N.JCT.SR1621 (Lat: 35.736764, Lng: -81.471250), Route carried "on" structure: State highway 1618, Year Built: 1953, Year Reconstructed: 1985, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2040), Features Intersected: DROWNING 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230023, Location: 0.6 MI.N.JCT.SR1621 (Lat: 35.736764, Lng: -81.471250), Route carried "on" structure: State highway 1618, Year Built: 1953, Year Reconstructed: 1985, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2040), Features Intersected: DROWNING 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230154, Location: .2 MI.S.JCT.SR1740 (Lat: 35.733811, Lng: -81.530411), Route carried "on" structure: State highway 1001, Year Built: 1956, Status: Open, Structure Length: 8.22m (26.97ft), Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: H 15, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 230154, Location: .2 MI.S.JCT.SR1740 (Lat: 35.733811, Lng: -81.530411), Route carried "on" structure: State highway 1001, Year Built: 1956, Status: Open, Structure Length: 8.22m (26.97ft), Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: H 15, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 230156, Location: .1 MI.S.JCT.SR1756 (Lat: 35.736103, Lng: -81.512136), Route carried "on" structure: State highway 1755, Year Built: 1999, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 810 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,620 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 230156, Location: .1 MI.S.JCT.SR1756 (Lat: 35.736103, Lng: -81.512136), Route carried "on" structure: State highway 1755, Year Built: 1999, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 810 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,620 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 23016, Location: .8 MI.W.JCT.SR1758 (Lat: 35.727642, Lng: -81.493331), Route carried "on" structure: Interstate 40, Year Built: 2018, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 25,250 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 50,500 (year 2040), Design Load: HL 93, Features Intersected: SR1758
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.991, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23016, Location: .8 MI.W.JCT.SR1758 (Lat: 35.727642, Lng: -81.493331), Route carried "on" structure: Interstate 40, Year Built: 2018, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 25,250 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 50,500 (year 2040), Design Load: HL 93, Features Intersected: SR1758
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.991, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230162, Location: .8 MI.W.JCT.SR1758 (Lat: 35.727789, Lng: -81.493294), Route carried "on" structure: Interstate 40, Year Built: 2019, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 49,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1758
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.991, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 230162, Location: .8 MI.W.JCT.SR1758 (Lat: 35.727789, Lng: -81.493294), Route carried "on" structure: Interstate 40, Year Built: 2019, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 49,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1758
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.991, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 230163, Location: .8 MI.E.JCT.SR1758 (Lat: 35.724289, Lng: -81.481344), Route carried "on" structure: Interstate 40, Year Built: 1956, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 49,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 99,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1762
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.207, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230163, Location: .8 MI.E.JCT.SR1758 (Lat: 35.724289, Lng: -81.481344), Route carried "on" structure: Interstate 40, Year Built: 1956, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 49,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 99,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1762
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.207, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230164, Location: .8 MI.E.JCT.SR1758 (Lat: 35.724433, Lng: -81.481278), Route carried "on" structure: Interstate 40, Year Built: 1958, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 49,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1762
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.207, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230164, Location: .8 MI.E.JCT.SR1758 (Lat: 35.724433, Lng: -81.481278), Route carried "on" structure: Interstate 40, Year Built: 1958, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 49,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1762
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.207, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23031, Location: .1 MI.W.JCT.US64,70 (Lat: 35.743131, Lng: -81.518656), Route carried "on" structure: State highway 1605, Year Built: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20 (year 1995), Average Future Daily Traffic: 40 (year 2040), Design Load: H 15, Features Intersected: SMITH BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: High priority of corrective action, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23031, Location: .1 MI.W.JCT.US64,70 (Lat: 35.743131, Lng: -81.518656), Route carried "on" structure: State highway 1605, Year Built: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20 (year 1995), Average Future Daily Traffic: 40 (year 2040), Design Load: H 15, Features Intersected: SMITH BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: High priority of corrective action, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230376, Location: .2 MI.S.JCT.US70 (Lat: 35.738614, Lng: -81.525892), Route carried "on" structure: State highway 1001, Year Built: 2001, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 230376, Location: .2 MI.S.JCT.US70 (Lat: 35.738614, Lng: -81.525892), Route carried "on" structure: State highway 1001, Year Built: 2001, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 230154, Location: .2 MI.S.JCT.SR1740 (Lat: 35.733811, Lng: -81.530411), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2015), Truck Traffic: 16%, Features Intersected: SR1001
Minimum Vertical Clearance: 4.53m (14.86ft), Kilometerpoint: 34.290, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
Structure Number: 230154, Location: .2 MI.S.JCT.SR1740 (Lat: 35.733811, Lng: -81.530411), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2015), Truck Traffic: 16%, Features Intersected: SR1001
Minimum Vertical Clearance: 4.53m (14.86ft), Kilometerpoint: 34.290, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
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Structure Number: 230154, Location: .2 MI.S.JCT.SR1740 (Lat: 35.733811, Lng: -81.530411), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2015), Truck Traffic: 16%, Features Intersected: SR1001
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 34.290, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
Structure Number: 230154, Location: .2 MI.S.JCT.SR1740 (Lat: 35.733811, Lng: -81.530411), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2015), Truck Traffic: 16%, Features Intersected: SR1001
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 34.290, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft)
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Structure Number: 230156, Location: .1 MI.S.JCT.SR1756 (Lat: 35.736103, Lng: -81.512136), Route carried "under" structure: Interstate 40, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2015), Truck Traffic: 23%, Features Intersected: SR1755
Minimum Vertical Clearance: 8.03m (26.35ft), Kilometerpoint: 34.613, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 230156, Location: .1 MI.S.JCT.SR1756 (Lat: 35.736103, Lng: -81.512136), Route carried "under" structure: Interstate 40, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2015), Truck Traffic: 23%, Features Intersected: SR1755
Minimum Vertical Clearance: 8.03m (26.35ft), Kilometerpoint: 34.613, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
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Structure Number: 230156, Location: .1 MI.S.JCT.SR1756 (Lat: 35.736103, Lng: -81.512136), Route carried "under" structure: Interstate 40, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2015), Truck Traffic: 23%, Features Intersected: SR1755
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 34.613, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 230156, Location: .1 MI.S.JCT.SR1756 (Lat: 35.736103, Lng: -81.512136), Route carried "under" structure: Interstate 40, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2015), Truck Traffic: 23%, Features Intersected: SR1755
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 34.613, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
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Structure Number: 23016, Location: .8 MI.W.JCT.SR1758 (Lat: 35.727642, Lng: -81.493331), Route carried "under" structure: State highway 1758, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 100 (year 2012), Truck Traffic: 8%, Features Intersected: I-40 EBL
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 23016, Location: .8 MI.W.JCT.SR1758 (Lat: 35.727642, Lng: -81.493331), Route carried "under" structure: State highway 1758, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 100 (year 2012), Truck Traffic: 8%, Features Intersected: I-40 EBL
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 230162, Location: .8 MI.W.JCT.SR1758 (Lat: 35.727789, Lng: -81.493294), Route carried "under" structure: State highway 1758, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 180 (year 2017), Truck Traffic: 7%, Features Intersected: I40 WBL
Minimum Vertical Clearance: 6.79m (22.28ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 230162, Location: .8 MI.W.JCT.SR1758 (Lat: 35.727789, Lng: -81.493294), Route carried "under" structure: State highway 1758, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 180 (year 2017), Truck Traffic: 7%, Features Intersected: I40 WBL
Minimum Vertical Clearance: 6.79m (22.28ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 230164, Location: .8 MI.E.JCT.SR1758 (Lat: 35.724433, Lng: -81.481278), Route carried "under" structure: State highway 1762, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 7%, Features Intersected: I-40 WBL
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.2m (36.7ft)
Structure Number: 230164, Location: .8 MI.E.JCT.SR1758 (Lat: 35.724433, Lng: -81.481278), Route carried "under" structure: State highway 1762, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 7%, Features Intersected: I-40 WBL
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.2m (36.7ft)