Bridge Statistics for Dortches, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 210ft / 64.2mTotal length
- 237,940Total average daily traffic
- 45,210Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dortches
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 121970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- 42010-2019
- Bridge Condition - Deck
- 30.0%Very good
- 30.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 60.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 20.0%Very good
- 70.0%Good
- 10.0%Fair
- Bridge Condition - Culverts
- 75.0%Very good
- 25.0%Good
Find on map >> Show street view
Structure Number: 10041, Location: 0.5 MI. E. JCT. SR1581 (Lat: 36.202347, Lng: -79.418600), Route carried "on" structure: State highway 1002, Year Built: 1960, Status: Posted for load, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: H 15, Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10041, Location: 0.5 MI. E. JCT. SR1581 (Lat: 36.202347, Lng: -79.418600), Route carried "on" structure: State highway 1002, Year Built: 1960, Status: Posted for load, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: H 15, Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 10043, Location: 0.5 MI. E. JCT. SR1001 (Lat: 36.228442, Lng: -79.373333), Route carried "on" structure: State highway 1763, Year Built: 1995, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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
Structure Number: 10043, Location: 0.5 MI. E. JCT. SR1001 (Lat: 36.228442, Lng: -79.373333), Route carried "on" structure: State highway 1763, Year Built: 1995, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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
Find on map >> Show street view
Structure Number: 10045, Location: 1.2 MI. E. OF JCT. SR1001 (Lat: 36.205219, Lng: -79.383436), Route carried "on" structure: State highway 1002, Year Built: 2008, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 720 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,440 (year 2025), Design Load: HS 25 or greater, Features Intersected: JORDAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10045, Location: 1.2 MI. E. OF JCT. SR1001 (Lat: 36.205219, Lng: -79.383436), Route carried "on" structure: State highway 1002, Year Built: 2008, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 720 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,440 (year 2025), Design Load: HS 25 or greater, Features Intersected: JORDAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 10089, Location: 0.25 MI. N. JCT. SR2147 (Lat: 35.967414, Lng: -79.304211), Route carried "on" structure: State highway 2142, Year Built: 2007, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 210 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20+Mod, Features Intersected: MOTES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 10089, Location: 0.25 MI. N. JCT. SR2147 (Lat: 35.967414, Lng: -79.304211), Route carried "on" structure: State highway 2142, Year Built: 2007, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 210 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20+Mod, Features Intersected: MOTES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Find on map >> Show street view
Structure Number: 10149, Location: 0.4 MI. N. JCT. SR2327 (Lat: 35.905825, Lng: -79.453033), Route carried "on" structure: State highway 2363, Year Built: 2010, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 850 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 25 or greater, Features Intersected: WELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), 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: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10149, Location: 0.4 MI. N. JCT. SR2327 (Lat: 35.905825, Lng: -79.453033), Route carried "on" structure: State highway 2363, Year Built: 2010, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 850 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 25 or greater, Features Intersected: WELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), 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: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10151, Location: 1.5 MI. E. JCT. SR2308 (Lat: 35.856664, Lng: -79.495350), Route carried "on" structure: State highway 2307, Year Built: 2017, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 350 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 700 (year 2040), Design Load: HL 93, Features Intersected: GREENBRIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 10151, Location: 1.5 MI. E. JCT. SR2308 (Lat: 35.856664, Lng: -79.495350), Route carried "on" structure: State highway 2307, Year Built: 2017, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 350 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 700 (year 2040), Design Load: HL 93, Features Intersected: GREENBRIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 10152, Location: 0.5 MI. W. JCT. SR2308 (Lat: 35.855892, Lng: -79.529456), Route carried "on" structure: State highway 2307, Year Built: 2014, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: N.ROCKY RIVER 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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 2021
Structure Number: 10152, Location: 0.5 MI. W. JCT. SR2308 (Lat: 35.855892, Lng: -79.529456), Route carried "on" structure: State highway 2307, Year Built: 2014, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: N.ROCKY RIVER 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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 2021
Find on map >> Show street view
Structure Number: 10153, Location: 0.2 MI. W. JCT. SR1005 (Lat: 35.887014, Lng: -79.447267), Route carried "on" structure: State highway 2371, Year Built: 1950, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,800 (year 2040), Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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, Inspection Date: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10153, Location: 0.2 MI. W. JCT. SR1005 (Lat: 35.887014, Lng: -79.447267), Route carried "on" structure: State highway 2371, Year Built: 1950, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,800 (year 2040), Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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, Inspection Date: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10154, Location: 1.0 MI. S. JCT. SR1005 (Lat: 35.890053, Lng: -79.482517), Route carried "on" structure: State highway 2365, Year Built: 2014, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HL 93, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 82.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 10154, Location: 1.0 MI. S. JCT. SR1005 (Lat: 35.890053, Lng: -79.482517), Route carried "on" structure: State highway 2365, Year Built: 2014, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HL 93, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 82.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 1270121, Location: 0.4 MI. NORTH OF SR1527 (Lat: 36.013808, Lng: -77.862753), Route carried "on" structure: State highway 43, Year Built: 1976, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 8,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 17,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1270121, Location: 0.4 MI. NORTH OF SR1527 (Lat: 36.013808, Lng: -77.862753), Route carried "on" structure: State highway 43, Year Built: 1976, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 8,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 17,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 127021, Location: 0.4 MI.W.OF US301 BYPASS (Lat: 35.969175, Lng: -77.824956), Route carried "on" structure: Bypass US 64, Year Built: 1980, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 18,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1616
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.5m (142.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 127021, Location: 0.4 MI.W.OF US301 BYPASS (Lat: 35.969175, Lng: -77.824956), Route carried "on" structure: Bypass US 64, Year Built: 1980, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 18,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1616
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.5m (142.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1270218, Location: 0.1 MI.E. OF JCT SR1609 (Lat: 35.994572, Lng: -77.872189), Route carried "on" structure: State highway 1604, Year Built: 1977, Status: Open, Structure Length: 9.47m (31.07ft), Average Daily Traffic: 3,900 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 7,800 (year 2040), Design Load: HS 15, Features Intersected: I95
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1270218, Location: 0.1 MI.E. OF JCT SR1609 (Lat: 35.994572, Lng: -77.872189), Route carried "on" structure: State highway 1604, Year Built: 1977, Status: Open, Structure Length: 9.47m (31.07ft), Average Daily Traffic: 3,900 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 7,800 (year 2040), Design Load: HS 15, Features Intersected: I95
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1270219, Location: 0.3 MI S OF SR1533 (Lat: 36.021469, Lng: -77.856978), Route carried "on" structure: State highway 1544, Year Built: 1977, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 15, Features Intersected: I95
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: 10.6m (34.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1270219, Location: 0.3 MI S OF SR1533 (Lat: 36.021469, Lng: -77.856978), Route carried "on" structure: State highway 1544, Year Built: 1977, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 15, Features Intersected: I95
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: 10.6m (34.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 127022, Location: 0.2 MI E OF SR1530 (Lat: 36.036733, Lng: -77.835800), Route carried "on" structure: State highway 1524, Year Built: 1977, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 1,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: H 15, Features Intersected: I95
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: 10.6m (34.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 127022, Location: 0.2 MI E OF SR1530 (Lat: 36.036733, Lng: -77.835800), Route carried "on" structure: State highway 1524, Year Built: 1977, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 1,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: H 15, Features Intersected: I95
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: 10.6m (34.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1270121, Location: 0.4 MI. NORTH OF SR1527 (Lat: 36.013808, Lng: -77.862753), Route carried "under" structure: Interstate 95, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 23%, Features Intersected: NC43
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 42.885, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 1270121, Location: 0.4 MI. NORTH OF SR1527 (Lat: 36.013808, Lng: -77.862753), Route carried "under" structure: Interstate 95, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 23%, Features Intersected: NC43
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 42.885, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 1270121, Location: 0.4 MI. NORTH OF SR1527 (Lat: 36.013808, Lng: -77.862753), Route carried "under" structure: Interstate 95, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 23%, Features Intersected: NC43
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 42.885, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 1270121, Location: 0.4 MI. NORTH OF SR1527 (Lat: 36.013808, Lng: -77.862753), Route carried "under" structure: Interstate 95, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 23%, Features Intersected: NC43
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 42.885, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 1270218, Location: 0.1 MI.E. OF JCT SR1609 (Lat: 35.994572, Lng: -77.872189), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 16%, Features Intersected: SR1604
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 42.367, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft)
Structure Number: 1270218, Location: 0.1 MI.E. OF JCT SR1609 (Lat: 35.994572, Lng: -77.872189), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 16%, Features Intersected: SR1604
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 42.367, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft)
Find on map >> Show street view
Structure Number: 1270218, Location: 0.1 MI.E. OF JCT SR1609 (Lat: 35.994572, Lng: -77.872189), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 16%, Features Intersected: SR1604
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 42.367, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft)
Structure Number: 1270218, Location: 0.1 MI.E. OF JCT SR1609 (Lat: 35.994572, Lng: -77.872189), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 16%, Features Intersected: SR1604
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 42.367, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft)
Find on map >> Show street view
Structure Number: 1270219, Location: 0.3 MI S OF SR1533 (Lat: 36.021469, Lng: -77.856978), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1544
Minimum Vertical Clearance: 5.81m (19.06ft), Kilometerpoint: 43.099, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 1270219, Location: 0.3 MI S OF SR1533 (Lat: 36.021469, Lng: -77.856978), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1544
Minimum Vertical Clearance: 5.81m (19.06ft), Kilometerpoint: 43.099, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Find on map >> Show street view
Structure Number: 1270219, Location: 0.3 MI S OF SR1533 (Lat: 36.021469, Lng: -77.856978), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1544
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 43.099, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 1270219, Location: 0.3 MI S OF SR1533 (Lat: 36.021469, Lng: -77.856978), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1544
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 43.099, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Find on map >> Show street view
Structure Number: 127022, Location: 0.2 MI E OF SR1530 (Lat: 36.036733, Lng: -77.835800), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 43.586, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Structure Number: 127022, Location: 0.2 MI E OF SR1530 (Lat: 36.036733, Lng: -77.835800), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 43.586, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Find on map >> Show street view
Structure Number: 127022, Location: 0.2 MI E OF SR1530 (Lat: 36.036733, Lng: -77.835800), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 43.586, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Structure Number: 127022, Location: 0.2 MI E OF SR1530 (Lat: 36.036733, Lng: -77.835800), Route carried "under" structure: Interstate 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1524
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 43.586, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)