Bridge Statistics for Selma, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 43Number of bridges
- 449ft / 137mTotal length
- 630,296Total average daily traffic
- 84,408Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Selma
- No street view available for this location
- New bridges - historical statistics
- 71950-1959
- 41960-1969
- 21970-1979
- 11980-1989
- 261990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 5.9%Very good
- 58.8%Good
- 23.5%Satisfactory
- 11.8%Fair
- Bridge Condition - Superstructure
- 35.3%Very good
- 29.4%Good
- 29.4%Satisfactory
- 5.9%Fair
- Bridge Condition - Substructure
- 11.8%Very good
- 52.9%Good
- 23.5%Satisfactory
- 11.8%Fair
- Bridge Condition - Channel
- 7.7%Very good
- 46.2%Good
- 23.1%Satisfactory
- 23.1%Fair
- Bridge Condition - Culverts
- 25.0%Good
- 50.0%Satisfactory
- 12.5%Fair
- 12.5%Poor
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Structure Number: 1010001, Location: 1.4 MI S JCT NC50 (Lat: 35.356611, Lng: -78.552008), Route carried "on" structure: Interstate 95, Year Built: 1970, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 59,000 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 118,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MINGO SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.713, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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: April 2021
Structure Number: 1010001, Location: 1.4 MI S JCT NC50 (Lat: 35.356611, Lng: -78.552008), Route carried "on" structure: Interstate 95, Year Built: 1970, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 59,000 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 118,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MINGO SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.713, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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: April 2021
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Structure Number: 1010002, Location: 0.4MI W. OF JCT SR1915 (Lat: 35.557225, Lng: -78.325139), Route carried "on" structure: US 70, Year Built: 1960, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 16,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 33,000 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 72.5 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1010002, Location: 0.4MI W. OF JCT SR1915 (Lat: 35.557225, Lng: -78.325139), Route carried "on" structure: US 70, Year Built: 1960, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 16,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 33,000 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 72.5 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1010005, Location: 2.7MI W.JCT US301 (Lat: 35.556011, Lng: -78.322928), Route carried "on" structure: US 70, Year Built: 1960, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 16,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 33,000 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1010005, Location: 2.7MI W.JCT US301 (Lat: 35.556011, Lng: -78.322928), Route carried "on" structure: US 70, Year Built: 1960, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 16,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 33,000 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1010017, Location: 0.2 MI. E. JCT. US301 (Lat: 35.523572, Lng: -78.297469), Route carried "on" structure: Alternate US 70, Year Built: 1970, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 22,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 44,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 72.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: Bituminous
Structure Number: 1010017, Location: 0.2 MI. E. JCT. US301 (Lat: 35.523572, Lng: -78.297469), Route carried "on" structure: Alternate US 70, Year Built: 1970, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 22,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 44,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 72.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: Bituminous
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Structure Number: 1010025, Location: 0.5 MI. S. JCT. SR2126 (Lat: 35.608900, Lng: -78.258711), Route carried "on" structure: State highway 39, Year Built: 2007, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 39), 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: 18.2m (59.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1010025, Location: 0.5 MI. S. JCT. SR2126 (Lat: 35.608900, Lng: -78.258711), Route carried "on" structure: State highway 39, Year Built: 2007, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 39), 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: 18.2m (59.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101004, Location: 0.7 MI.W.JCT.US301 (Lat: 35.512828, Lng: -78.349878), Route carried "on" structure: Business US 70, Year Built: 2013, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 23,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 46,000 (year 2040), Design Load: HL 93, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101004, Location: 0.7 MI.W.JCT.US301 (Lat: 35.512828, Lng: -78.349878), Route carried "on" structure: Business US 70, Year Built: 2013, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 23,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 46,000 (year 2040), Design Load: HL 93, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1010042, Location: 0.24 MI E. OF JCT SR 2398 (Lat: 35.519400, Lng: -78.289567), Route carried "on" structure: Alternate US 70, Year Built: 1990, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 26,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 52,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1010042, Location: 0.24 MI E. OF JCT SR 2398 (Lat: 35.519400, Lng: -78.289567), Route carried "on" structure: Alternate US 70, Year Built: 1990, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 26,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 52,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1010101, Location: 1.8 MI N. JCT 301/US (Lat: 35.477706, Lng: -78.367942), Route carried "on" structure: Interstate 95, Year Built: 1955, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 23,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 47,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.889, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1010101, Location: 1.8 MI N. JCT 301/US (Lat: 35.477706, Lng: -78.367942), Route carried "on" structure: Interstate 95, Year Built: 1955, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 23,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 47,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.889, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1010106, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528203, Lng: -78.271569), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 40,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1927/SR2305/SOUTH RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.870, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1010106, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528203, Lng: -78.271569), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 40,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1927/SR2305/SOUTH RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.870, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1010107, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528292, Lng: -78.271692), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 40,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1927,SR2305,SRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.870, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1010107, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528292, Lng: -78.271692), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 40,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1927,SR2305,SRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.870, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 95), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1010508, Location: 100YDS.E.US70BYP&SR1003 (Lat: 35.544328, Lng: -78.309803), Route carried "on" structure: Bypass US 70, Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 35,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 70,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREEK OFF NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: December 2021
Structure Number: 1010508, Location: 100YDS.E.US70BYP&SR1003 (Lat: 35.544328, Lng: -78.309803), Route carried "on" structure: Bypass US 70, Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 35,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 70,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREEK OFF NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: December 2021
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Structure Number: 1010509, Location: 0.6 MI. E. OF JCT. SR2375 (Lat: 35.511217, Lng: -78.283322), Route carried "on" structure: Ramp US 70, Year Built: 1991, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 4,400 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: US70BYP
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: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1010509, Location: 0.6 MI. E. OF JCT. SR2375 (Lat: 35.511217, Lng: -78.283322), Route carried "on" structure: Ramp US 70, Year Built: 1991, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 4,400 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: US70BYP
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: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1010511, Location: 0.2 MI.W. JCT.SR2308 (Lat: 35.492375, Lng: -78.272406), Route carried "on" structure: US 70, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 26,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 53,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BAWDY SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.7 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: Febuary 2022, Underwater Inspection Date: Febuary 2022
Structure Number: 1010511, Location: 0.2 MI.W. JCT.SR2308 (Lat: 35.492375, Lng: -78.272406), Route carried "on" structure: US 70, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 26,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 53,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BAWDY SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.7 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: Febuary 2022, Underwater Inspection Date: Febuary 2022
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Structure Number: 1010517, Location: .23 MI. S. OF JCT. 1900 (Lat: 35.544617, Lng: -78.309783), Route carried "on" structure: State highway 1003, Year Built: 1994, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), Skew: 23 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1010517, Location: .23 MI. S. OF JCT. 1900 (Lat: 35.544617, Lng: -78.309783), Route carried "on" structure: State highway 1003, Year Built: 1994, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), Skew: 23 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1010518, Location: 0.3 MI.E.JCT.SR1003 (Lat: 35.543300, Lng: -78.307925), Route carried "on" structure: Ramp US 70, Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,666 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 23,333 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 1010518, Location: 0.3 MI.E.JCT.SR1003 (Lat: 35.543300, Lng: -78.307925), Route carried "on" structure: Ramp US 70, Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,666 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 23,333 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 1010519, Location: 0.2 MI.W. JCT. I-95 (Lat: 35.523514, Lng: -78.302378), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: US301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1010519, Location: 0.2 MI.W. JCT. I-95 (Lat: 35.523514, Lng: -78.302378), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: US301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 101052, Location: 0.2 MI. W. JCT. I-95 (Lat: 35.523408, Lng: -78.302583), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: US301,NC96
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101052, Location: 0.2 MI. W. JCT. I-95 (Lat: 35.523408, Lng: -78.302583), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: US301,NC96
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1010521, Location: 0.1 MI. W. JCT. I-95 (Lat: 35.521764, Lng: -78.300956), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1010521, Location: 0.1 MI. W. JCT. I-95 (Lat: 35.521764, Lng: -78.300956), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1010522, Location: 0.1 MI. W. JCT. I-95 (Lat: 35.521656, Lng: -78.301178), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1010522, Location: 0.1 MI. W. JCT. I-95 (Lat: 35.521656, Lng: -78.301178), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1010523, Location: 0.01 MI.W. OF JCT.I95 (Lat: 35.516153, Lng: -78.296247), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: I95, SR2398
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1010523, Location: 0.01 MI.W. OF JCT.I95 (Lat: 35.516153, Lng: -78.296247), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: I95, SR2398
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1010524, Location: 1.4 MI. W. OF JCT. SR2305 (Lat: 35.516033, Lng: -78.296461), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: I95, SR2398
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1010524, Location: 1.4 MI. W. OF JCT. SR2305 (Lat: 35.516033, Lng: -78.296461), Route carried "on" structure: Bypass US 70, Year Built: 1997, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: I95, SR2398
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1010531, Location: 120 YDS. E. OF SR2513 (Lat: 35.491061, Lng: -78.271917), Route carried "on" structure: Business US 70, Year Built: 2015, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,300 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 12,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BAWDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: September 2020
Structure Number: 1010531, Location: 120 YDS. E. OF SR2513 (Lat: 35.491061, Lng: -78.271917), Route carried "on" structure: Business US 70, Year Built: 2015, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,300 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 12,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BAWDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: September 2020
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Structure Number: 1010534, Location: 0.4 MI.E. OF JCT.SR1003 (Lat: 35.543378, Lng: -78.300397), Route carried "on" structure: State highway 1900, Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR. OF NEUSE RIVER
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.0 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, Inspection Date: November 2020
Structure Number: 1010534, Location: 0.4 MI.E. OF JCT.SR1003 (Lat: 35.543378, Lng: -78.300397), Route carried "on" structure: State highway 1900, Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR. OF NEUSE RIVER
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.0 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, Inspection Date: November 2020
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Structure Number: 1010537, Location: 0.6 MI.E. OF SR1003 (Lat: 35.547306, Lng: -78.292642), Route carried "on" structure: State highway 1928, Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR. OF NEUSE RIVER
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: December 2020
Structure Number: 1010537, Location: 0.6 MI.E. OF SR1003 (Lat: 35.547306, Lng: -78.292642), Route carried "on" structure: State highway 1928, Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR. OF NEUSE RIVER
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: December 2020
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Structure Number: 1010607, Location: 0.5 MI. E. OF SR1003 (Lat: 35.545319, Lng: -78.296289), Route carried "on" structure: State highway 1929, Year Built: 1962, Year Reconstructed: 2004, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR. OF NEUSE RIVER
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: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 2020
Structure Number: 1010607, Location: 0.5 MI. E. OF SR1003 (Lat: 35.545319, Lng: -78.296289), Route carried "on" structure: State highway 1929, Year Built: 1962, Year Reconstructed: 2004, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR. OF NEUSE RIVER
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: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 2020
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Structure Number: 1010042, Location: 0.24 MI E. OF JCT SR 2398 (Lat: 35.519400, Lng: -78.289567), Route carried "under" structure: Interstate 95, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Features Intersected: US70
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 29.535, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)
Structure Number: 1010042, Location: 0.24 MI E. OF JCT SR 2398 (Lat: 35.519400, Lng: -78.289567), Route carried "under" structure: Interstate 95, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Features Intersected: US70
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 29.535, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)
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Structure Number: 1010042, Location: 0.24 MI E. OF JCT SR 2398 (Lat: 35.519400, Lng: -78.289567), Route carried "under" structure: Interstate 95, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Features Intersected: US70
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 29.535, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)
Structure Number: 1010042, Location: 0.24 MI E. OF JCT SR 2398 (Lat: 35.519400, Lng: -78.289567), Route carried "under" structure: Interstate 95, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Features Intersected: US70
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 29.535, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)
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Structure Number: 1010106, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528203, Lng: -78.271569), Route carried "under" structure: State highway 1927, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2017), Truck Traffic: 7%, Features Intersected: I95N
Minimum Vertical Clearance: 8.35m (27.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 1010106, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528203, Lng: -78.271569), Route carried "under" structure: State highway 1927, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2017), Truck Traffic: 7%, Features Intersected: I95N
Minimum Vertical Clearance: 8.35m (27.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 1010106, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528203, Lng: -78.271569), Route carried "under" structure: State highway 2305, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 490 (year 2017), Truck Traffic: 7%, Features Intersected: I95N
Minimum Vertical Clearance: 7.74m (25.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 1010106, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528203, Lng: -78.271569), Route carried "under" structure: State highway 2305, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 490 (year 2017), Truck Traffic: 7%, Features Intersected: I95N
Minimum Vertical Clearance: 7.74m (25.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 1010107, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528292, Lng: -78.271692), Route carried "under" structure: State highway 1927, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2017), Truck Traffic: 7%, Features Intersected: I95S
Minimum Vertical Clearance: 8.35m (27.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 1010107, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528292, Lng: -78.271692), Route carried "under" structure: State highway 1927, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2017), Truck Traffic: 7%, Features Intersected: I95S
Minimum Vertical Clearance: 8.35m (27.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 1010107, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528292, Lng: -78.271692), Route carried "under" structure: State highway 2305, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 490 (year 2017), Truck Traffic: 7%, Features Intersected: I95S
Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 1010107, Location: 1.1MI.N. OF JCT.US70A (Lat: 35.528292, Lng: -78.271692), Route carried "under" structure: State highway 2305, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 490 (year 2017), Truck Traffic: 7%, Features Intersected: I95S
Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 1010509, Location: 0.6 MI. E. OF JCT. SR2375 (Lat: 35.511217, Lng: -78.283322), Route carried "under" structure: Bypass US 70, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 14%, Features Intersected: US70RMP
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 1010509, Location: 0.6 MI. E. OF JCT. SR2375 (Lat: 35.511217, Lng: -78.283322), Route carried "under" structure: Bypass US 70, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 14%, Features Intersected: US70RMP
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 1010509, Location: 0.6 MI. E. OF JCT. SR2375 (Lat: 35.511217, Lng: -78.283322), Route carried "under" structure: Bypass US 70, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 14%, Features Intersected: US70RMP
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 1010509, Location: 0.6 MI. E. OF JCT. SR2375 (Lat: 35.511217, Lng: -78.283322), Route carried "under" structure: Bypass US 70, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 14%, Features Intersected: US70RMP
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 1010517, Location: .23 MI. S. OF JCT. 1900 (Lat: 35.544617, Lng: -78.309783), Route carried "under" structure: Bypass US 70, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 16,250 (year 2019), Truck Traffic: 12%, Features Intersected: SR1003
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 1010517, Location: .23 MI. S. OF JCT. 1900 (Lat: 35.544617, Lng: -78.309783), Route carried "under" structure: Bypass US 70, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 16,250 (year 2019), Truck Traffic: 12%, Features Intersected: SR1003
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 1010517, Location: .23 MI. S. OF JCT. 1900 (Lat: 35.544617, Lng: -78.309783), Route carried "under" structure: Bypass US 70, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 16,250 (year 2019), Truck Traffic: 12%, Features Intersected: SR1003
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 1010517, Location: .23 MI. S. OF JCT. 1900 (Lat: 35.544617, Lng: -78.309783), Route carried "under" structure: Bypass US 70, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 16,250 (year 2019), Truck Traffic: 12%, Features Intersected: SR1003
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 1010519, Location: 0.2 MI.W. JCT. I-95 (Lat: 35.523514, Lng: -78.302378), Route carried "under" structure: US 301, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 22,500 (year 2019), Truck Traffic: 6%, Features Intersected: US70W.BYP
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
Structure Number: 1010519, Location: 0.2 MI.W. JCT. I-95 (Lat: 35.523514, Lng: -78.302378), Route carried "under" structure: US 301, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 22,500 (year 2019), Truck Traffic: 6%, Features Intersected: US70W.BYP
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
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Structure Number: 101052, Location: 0.2 MI. W. JCT. I-95 (Lat: 35.523408, Lng: -78.302583), Route carried "under" structure: US 301, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 22,500 (year 2019), Truck Traffic: 6%, Features Intersected: US70E;BYP
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
Structure Number: 101052, Location: 0.2 MI. W. JCT. I-95 (Lat: 35.523408, Lng: -78.302583), Route carried "under" structure: US 301, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 22,500 (year 2019), Truck Traffic: 6%, Features Intersected: US70E;BYP
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
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Structure Number: 1010523, Location: 0.01 MI.W. OF JCT.I95 (Lat: 35.516153, Lng: -78.296247), Route carried "under" structure: Interstate 95, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70WBYP
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 29.383, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1010523, Location: 0.01 MI.W. OF JCT.I95 (Lat: 35.516153, Lng: -78.296247), Route carried "under" structure: Interstate 95, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70WBYP
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 29.383, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1010523, Location: 0.01 MI.W. OF JCT.I95 (Lat: 35.516153, Lng: -78.296247), Route carried "under" structure: Interstate 95, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70WBYP
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 29.383, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1010523, Location: 0.01 MI.W. OF JCT.I95 (Lat: 35.516153, Lng: -78.296247), Route carried "under" structure: Interstate 95, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70WBYP
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 29.383, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1010523, Location: 0.01 MI.W. OF JCT.I95 (Lat: 35.516153, Lng: -78.296247), Route carried "under" structure: State highway 2398, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2019), Truck Traffic: 6%, Features Intersected: US70WBYP
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1010523, Location: 0.01 MI.W. OF JCT.I95 (Lat: 35.516153, Lng: -78.296247), Route carried "under" structure: State highway 2398, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2019), Truck Traffic: 6%, Features Intersected: US70WBYP
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1010524, Location: 1.4 MI. W. OF JCT. SR2305 (Lat: 35.516033, Lng: -78.296461), Route carried "under" structure: State highway 2398, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2019), Truck Traffic: 6%, Features Intersected: US70 BYP. EBL
Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1010524, Location: 1.4 MI. W. OF JCT. SR2305 (Lat: 35.516033, Lng: -78.296461), Route carried "under" structure: State highway 2398, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2019), Truck Traffic: 6%, Features Intersected: US70 BYP. EBL
Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1010524, Location: 1.4 MI. W. OF JCT. SR2305 (Lat: 35.516033, Lng: -78.296461), Route carried "under" structure: Interstate 95, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70 BYP. EBL
Minimum Vertical Clearance: 5.96m (19.55ft), Kilometerpoint: 29.383, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1010524, Location: 1.4 MI. W. OF JCT. SR2305 (Lat: 35.516033, Lng: -78.296461), Route carried "under" structure: Interstate 95, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70 BYP. EBL
Minimum Vertical Clearance: 5.96m (19.55ft), Kilometerpoint: 29.383, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1010524, Location: 1.4 MI. W. OF JCT. SR2305 (Lat: 35.516033, Lng: -78.296461), Route carried "under" structure: Interstate 95, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70 BYP. EBL
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 29.383, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1010524, Location: 1.4 MI. W. OF JCT. SR2305 (Lat: 35.516033, Lng: -78.296461), Route carried "under" structure: Interstate 95, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2019), Truck Traffic: 16%, Features Intersected: US70 BYP. EBL
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 29.383, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)