Bridge Statistics for Vass, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 495ft / 151mTotal length
- 154,310Total average daily traffic
- 18,830Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Vass
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31950-1959
- 21970-1979
- 152000-2009
- 22010-2019
- Bridge Condition - Deck
- 12.5%Very good
- 75.0%Good
- 12.5%Satisfactory
- Bridge Condition - Superstructure
- 43.8%Very good
- 31.3%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 50.0%Very good
- 25.0%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Channel
- 7.7%Very good
- 61.5%Good
- 30.8%Satisfactory
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Structure Number: 1250001, Location: 0.2 MI. S. JCT. NC5 (Lat: 35.128525, Lng: -79.431758), Route carried "on" structure: US 1, Year Built: 1972, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 54,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: ABERDEEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020
Structure Number: 1250001, Location: 0.2 MI. S. JCT. NC5 (Lat: 35.128525, Lng: -79.431758), Route carried "on" structure: US 1, Year Built: 1972, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 54,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: ABERDEEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020
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Structure Number: 1250006, Location: 0.4 MI. E. JCT. SR2007 (Lat: 35.269719, Lng: -79.226953), Route carried "on" structure: State highway 1947, Year Built: 1951, Status: Posted for load, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 660 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2040), Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1250006, Location: 0.4 MI. E. JCT. SR2007 (Lat: 35.269719, Lng: -79.226953), Route carried "on" structure: State highway 1947, Year Built: 1951, Status: Posted for load, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 660 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2040), Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1250007, Location: 0.2 MI. E. JCT. US1 (Lat: 35.289617, Lng: -79.266386), Route carried "on" structure: State highway 1825, Year Built: 1951, Status: Posted for load, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: H 15, Features Intersected: LITTLE CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1250007, Location: 0.2 MI. E. JCT. US1 (Lat: 35.289617, Lng: -79.266386), Route carried "on" structure: State highway 1825, Year Built: 1951, Status: Posted for load, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: H 15, Features Intersected: LITTLE CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1250008, Location: 0.3 MI. S. JCT. SR2010 (Lat: 35.261544, Lng: -79.251811), Route carried "on" structure: State highway 2005, Year Built: 2015, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HL 93, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1250008, Location: 0.3 MI. S. JCT. SR2010 (Lat: 35.261544, Lng: -79.251811), Route carried "on" structure: State highway 2005, Year Built: 2015, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HL 93, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1250009, Location: 0.1 MI. E. JCT. US1 BUS. (Lat: 35.256514, Lng: -79.280864), Route carried "on" structure: State highway 690, Year Built: 1955, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 12,600 (year 2040), Design Load: HS 15, Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: Bituminous
Structure Number: 1250009, Location: 0.1 MI. E. JCT. US1 BUS. (Lat: 35.256514, Lng: -79.280864), Route carried "on" structure: State highway 690, Year Built: 1955, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 12,600 (year 2040), Design Load: HS 15, Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: Bituminous
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Structure Number: 1250011, Location: 0.5 MI. N. JCT. SR2175 (Lat: 35.234569, Lng: -79.279119), Route carried "on" structure: State highway 1864, Year Built: 2012, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 700 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HL 93, Features Intersected: LITTLE RIVER
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, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1250011, Location: 0.5 MI. N. JCT. SR2175 (Lat: 35.234569, Lng: -79.279119), Route carried "on" structure: State highway 1864, Year Built: 2012, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 700 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HL 93, Features Intersected: LITTLE RIVER
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, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1250074, Location: 0.6 MI. S. JCT. SR1864 (Lat: 35.241058, Lng: -79.296567), Route carried "on" structure: Bypass US 1, Year Built: 2006, Status: Open, Structure Length: 39.95m (131.07ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 19 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1250074, Location: 0.6 MI. S. JCT. SR1864 (Lat: 35.241058, Lng: -79.296567), Route carried "on" structure: Bypass US 1, Year Built: 2006, Status: Open, Structure Length: 39.95m (131.07ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 19 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1250079, Location: 0.4 MI. S. JCT. SR1825 (Lat: 35.284522, Lng: -79.271633), Route carried "on" structure: Business US 1, Year Built: 1923, Year Reconstructed: 1939, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: H 15, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), 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: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1250079, Location: 0.4 MI. S. JCT. SR1825 (Lat: 35.284522, Lng: -79.271633), Route carried "on" structure: Business US 1, Year Built: 1923, Year Reconstructed: 1939, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: H 15, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), 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: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1250149, Location: 0.5 MI. N. JCT. SR1860 (Lat: 35.249636, Lng: -79.300619), Route carried "on" structure: State highway 1861, Year Built: 2002, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 2,400 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1250149, Location: 0.5 MI. N. JCT. SR1860 (Lat: 35.249636, Lng: -79.300619), Route carried "on" structure: State highway 1861, Year Built: 2002, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 2,400 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 125015, Location: 0.4 MI. N. JCT. SR1860 (Lat: 35.249372, Lng: -79.301031), Route carried "on" structure: State highway 1861, Year Built: 2002, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, 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: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 125015, Location: 0.4 MI. N. JCT. SR1860 (Lat: 35.249372, Lng: -79.301031), Route carried "on" structure: State highway 1861, Year Built: 2002, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, 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: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1250193, Location: 0.6 MI. S. JCT. SR2015 (Lat: 35.243636, Lng: -79.211089), Route carried "on" structure: State highway 2014, Year Built: 1978, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 15, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: November 2020, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1250193, Location: 0.6 MI. S. JCT. SR2015 (Lat: 35.243636, Lng: -79.211089), Route carried "on" structure: State highway 2014, Year Built: 1978, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 15, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: November 2020, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1250241, Location: 0.5 MI.E. JCT. US1 BUS. (Lat: 35.245244, Lng: -79.282750), Route carried "on" structure: State highway 1864, Year Built: 2004, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 700 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: US1
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: 9.4m (30.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1250241, Location: 0.5 MI.E. JCT. US1 BUS. (Lat: 35.245244, Lng: -79.282750), Route carried "on" structure: State highway 1864, Year Built: 2004, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 700 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: US1
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: 9.4m (30.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: March 2020, 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: 1250242, Location: 0.8 MI. E. JCT. SR2013 (Lat: 35.248664, Lng: -79.275975), Route carried "on" structure: State highway 690, Year Built: 2006, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US1
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: 14.6m (47.9ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1250242, Location: 0.8 MI. E. JCT. SR2013 (Lat: 35.248664, Lng: -79.275975), Route carried "on" structure: State highway 690, Year Built: 2006, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US1
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: 14.6m (47.9ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: January 2022, 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: 1250243, Location: 0.6 MI. E. JCT. NC690 (Lat: 35.256878, Lng: -79.269003), Route carried "on" structure: State highway 2005, Year Built: 2006, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US1
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: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1250243, Location: 0.6 MI. E. JCT. NC690 (Lat: 35.256878, Lng: -79.269003), Route carried "on" structure: State highway 2005, Year Built: 2006, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US1
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: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1250244, Location: 2.2 MI. N. JCT. NC690 (Lat: 35.277939, Lng: -79.264364), Route carried "on" structure: Bypass US 1, Year Built: 2006, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 7,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1250244, Location: 2.2 MI. N. JCT. NC690 (Lat: 35.277939, Lng: -79.264364), Route carried "on" structure: Bypass US 1, Year Built: 2006, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 7,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2022, 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: 1250245, Location: 2.2 MI. N. JCT. NC690 (Lat: 35.277675, Lng: -79.264128), Route carried "on" structure: Bypass US 1, Year Built: 2008, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 8,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1250245, Location: 2.2 MI. N. JCT. NC690 (Lat: 35.277675, Lng: -79.264128), Route carried "on" structure: Bypass US 1, Year Built: 2008, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 8,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2022, 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: 1250257, Location: 0.5 MI. N. JCT. SR1853 (Lat: 35.240900, Lng: -79.296367), Route carried "on" structure: US 1, Year Built: 2006, Status: Open, Structure Length: 39.99m (131.20ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1250257, Location: 0.5 MI. N. JCT. SR1853 (Lat: 35.240900, Lng: -79.296367), Route carried "on" structure: US 1, Year Built: 2006, Status: Open, Structure Length: 39.99m (131.20ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1250241, Location: 0.5 MI.E. JCT. US1 BUS. (Lat: 35.245244, Lng: -79.282750), Route carried "under" structure: Bypass US 1, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Features Intersected: SR1864
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)
Structure Number: 1250241, Location: 0.5 MI.E. JCT. US1 BUS. (Lat: 35.245244, Lng: -79.282750), Route carried "under" structure: Bypass US 1, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Features Intersected: SR1864
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)
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Structure Number: 1250241, Location: 0.5 MI.E. JCT. US1 BUS. (Lat: 35.245244, Lng: -79.282750), Route carried "under" structure: Bypass US 1, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Features Intersected: SR1864
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)
Structure Number: 1250241, Location: 0.5 MI.E. JCT. US1 BUS. (Lat: 35.245244, Lng: -79.282750), Route carried "under" structure: Bypass US 1, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Features Intersected: SR1864
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)
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Structure Number: 1250242, Location: 0.8 MI. E. JCT. SR2013 (Lat: 35.248664, Lng: -79.275975), Route carried "under" structure: Bypass US 1, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Features Intersected: NC690
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 1250242, Location: 0.8 MI. E. JCT. SR2013 (Lat: 35.248664, Lng: -79.275975), Route carried "under" structure: Bypass US 1, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Features Intersected: NC690
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 1250242, Location: 0.8 MI. E. JCT. SR2013 (Lat: 35.248664, Lng: -79.275975), Route carried "under" structure: Bypass US 1, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Features Intersected: NC690
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 1250242, Location: 0.8 MI. E. JCT. SR2013 (Lat: 35.248664, Lng: -79.275975), Route carried "under" structure: Bypass US 1, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Features Intersected: NC690
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 1250243, Location: 0.6 MI. E. JCT. NC690 (Lat: 35.256878, Lng: -79.269003), Route carried "under" structure: Bypass US 1, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 8,750 (year 2018), Truck Traffic: 14%, Features Intersected: SR2005
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft)
Structure Number: 1250243, Location: 0.6 MI. E. JCT. NC690 (Lat: 35.256878, Lng: -79.269003), Route carried "under" structure: Bypass US 1, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 8,750 (year 2018), Truck Traffic: 14%, Features Intersected: SR2005
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft)
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Structure Number: 1250243, Location: 0.6 MI. E. JCT. NC690 (Lat: 35.256878, Lng: -79.269003), Route carried "under" structure: Bypass US 1, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 8,750 (year 2018), Truck Traffic: 14%, Features Intersected: SR2005
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft)
Structure Number: 1250243, Location: 0.6 MI. E. JCT. NC690 (Lat: 35.256878, Lng: -79.269003), Route carried "under" structure: Bypass US 1, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 8,750 (year 2018), Truck Traffic: 14%, Features Intersected: SR2005
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft)