Bridge Statistics for Conetoe, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 79ft / 24.5mTotal length
- 37,025Total average daily traffic
- 4,708Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Conetoe
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 41960-1969
- 71990-1999
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 14.3%Satisfactory
- 42.9%Fair
- Bridge Condition - Substructure
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 28.6%Good
- 71.4%Satisfactory
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Structure Number: 650066, Location: 0.1 MI. W. OF JCT. US64 (Lat: 35.817472, Lng: -77.453781), Route carried "on" structure: State highway 42, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB OF CONETOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 650066, Location: 0.1 MI. W. OF JCT. US64 (Lat: 35.817472, Lng: -77.453781), Route carried "on" structure: State highway 42, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB OF CONETOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 650078, Location: 0.6 MI.S.JCT.SR1524 (Lat: 35.864497, Lng: -77.443794), Route carried "on" structure: State highway 1526, Year Built: 1968, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 680 (year 2025), Design Load: H 10, Features Intersected: BALLAHACK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 650078, Location: 0.6 MI.S.JCT.SR1524 (Lat: 35.864497, Lng: -77.443794), Route carried "on" structure: State highway 1526, Year Built: 1968, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 680 (year 2025), Design Load: H 10, Features Intersected: BALLAHACK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 650088, Location: 2.2 MI.W. JCT. NC 42 (Lat: 35.788169, Lng: -77.488278), Route carried "on" structure: State highway 1608, Year Built: 1965, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Features Intersected: MITCHELL SWAMP CAN.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 650088, Location: 2.2 MI.W. JCT. NC 42 (Lat: 35.788169, Lng: -77.488278), Route carried "on" structure: State highway 1608, Year Built: 1965, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Features Intersected: MITCHELL SWAMP CAN.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 650111, Location: 0.7 MI.E.JCT. NC42 (Lat: 35.808617, Lng: -77.446331), Route carried "on" structure: Alternate US 64, Year Built: 1940, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,425 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,850 (year 2040), Design Load: H 15, Features Intersected: CONETOE 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), 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: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 650111, Location: 0.7 MI.E.JCT. NC42 (Lat: 35.808617, Lng: -77.446331), Route carried "on" structure: Alternate US 64, Year Built: 1940, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,425 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,850 (year 2040), Design Load: H 15, Features Intersected: CONETOE 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), 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: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 650123, Location: 1.0 MI. E. OF JCT. US64 (Lat: 35.847358, Lng: -77.475972), Route carried "on" structure: State highway 1525, Year Built: 1968, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: H 15, Features Intersected: MITCHELL SWAMP CAN.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 650123, Location: 1.0 MI. E. OF JCT. US64 (Lat: 35.847358, Lng: -77.475972), Route carried "on" structure: State highway 1525, Year Built: 1968, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: H 15, Features Intersected: MITCHELL SWAMP CAN.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 650331, Location: 0.4 MI. N. OF SR1525 (Lat: 35.853953, Lng: -77.461069), Route carried "on" structure: State highway 1524, Year Built: 1998, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 790 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,580 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64
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: 13.7m (44.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.9 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 650331, Location: 0.4 MI. N. OF SR1525 (Lat: 35.853953, Lng: -77.461069), Route carried "on" structure: State highway 1524, Year Built: 1998, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 790 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,580 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64
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: 13.7m (44.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.9 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 650332, Location: 2 MI.N. OF JCT. NC42 (Lat: 35.852358, Lng: -77.433917), Route carried "on" structure: State highway 1526, Year Built: 1998, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 270 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 540 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.963, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 650332, Location: 2 MI.N. OF JCT. NC42 (Lat: 35.852358, Lng: -77.433917), Route carried "on" structure: State highway 1526, Year Built: 1998, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 270 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 540 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.963, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 650334, Location: 0.8 MI.E.SR1524 (Lat: 35.853014, Lng: -77.447328), Route carried "on" structure: US 64, Year Built: 1997, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,750 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: BALLAHACK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.811, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 70.7 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: November 2020, Underwater Inspection Date: November 2020
Structure Number: 650334, Location: 0.8 MI.E.SR1524 (Lat: 35.853014, Lng: -77.447328), Route carried "on" structure: US 64, Year Built: 1997, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,750 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: BALLAHACK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.811, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 70.7 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: November 2020, Underwater Inspection Date: November 2020
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Structure Number: 1470104, Location: 0.1 MI. E. JCT. SR1411 (Lat: 35.774508, Lng: -77.463867), Route carried "on" structure: State highway 1409, Year Built: 2012, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Design Load: HL 93, Features Intersected: CONETOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1470104, Location: 0.1 MI. E. JCT. SR1411 (Lat: 35.774508, Lng: -77.463867), Route carried "on" structure: State highway 1409, Year Built: 2012, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Design Load: HL 93, Features Intersected: CONETOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 650331, Location: 0.4 MI. N. OF SR1525 (Lat: 35.853953, Lng: -77.461069), Route carried "under" structure: US 64, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 6,750 (year 2018), Truck Traffic: 14%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.48m (17.98ft), 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: 21.0m (68.9ft)
Structure Number: 650331, Location: 0.4 MI. N. OF SR1525 (Lat: 35.853953, Lng: -77.461069), Route carried "under" structure: US 64, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 6,750 (year 2018), Truck Traffic: 14%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.48m (17.98ft), 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: 21.0m (68.9ft)
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Structure Number: 650331, Location: 0.4 MI. N. OF SR1525 (Lat: 35.853953, Lng: -77.461069), Route carried "under" structure: US 64, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 6,750 (year 2018), Truck Traffic: 14%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 149.506, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 650331, Location: 0.4 MI. N. OF SR1525 (Lat: 35.853953, Lng: -77.461069), Route carried "under" structure: US 64, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 6,750 (year 2018), Truck Traffic: 14%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 149.506, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 650332, Location: 2 MI.N. OF JCT. NC42 (Lat: 35.852358, Lng: -77.433917), Route carried "under" structure: US 64, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 5,250 (year 2015), Truck Traffic: 14%, Features Intersected: SR1526
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 150.024, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 650332, Location: 2 MI.N. OF JCT. NC42 (Lat: 35.852358, Lng: -77.433917), Route carried "under" structure: US 64, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 5,250 (year 2015), Truck Traffic: 14%, Features Intersected: SR1526
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 150.024, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 650332, Location: 2 MI.N. OF JCT. NC42 (Lat: 35.852358, Lng: -77.433917), Route carried "under" structure: US 64, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 5,250 (year 2019), Truck Traffic: 14%, Features Intersected: SR1526
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 150.024, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 650332, Location: 2 MI.N. OF JCT. NC42 (Lat: 35.852358, Lng: -77.433917), Route carried "under" structure: US 64, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 5,250 (year 2019), Truck Traffic: 14%, Features Intersected: SR1526
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 150.024, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)