Bridge Statistics for Goldsboro, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 181Number of bridges
- 2,352ft / 717mTotal length
- $75,000Total costs
- 1,645,302Total average daily traffic
- 181,338Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Goldsboro
- No street view available for this location
- New bridges - historical statistics
- 41920-1929
- 11940-1949
- 201950-1959
- 111960-1969
- 321970-1979
- 11980-1989
- 81990-1999
- 272000-2009
- 772010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 11940-1949
- 21950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 1.1%Excellent
- 3.3%Very good
- 56.7%Good
- 31.1%Satisfactory
- 6.7%Fair
- 1.1%Poor
- Bridge Condition - Superstructure
- 1.1%Excellent
- 31.1%Very good
- 31.1%Good
- 26.7%Satisfactory
- 8.9%Fair
- 1.1%Poor
- Bridge Condition - Substructure
- 1.1%Excellent
- 22.2%Very good
- 37.8%Good
- 22.2%Satisfactory
- 15.6%Fair
- 1.1%Poor
- Bridge Condition - Channel
- 9.8%Very good
- 60.7%Good
- 21.3%Satisfactory
- 8.2%Fair
- Bridge Condition - Culverts
- 6.7%Good
- 80.0%Satisfactory
- 13.3%Fair
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Structure Number: 1910003, Location: 0.3 MI.N.JCT.SR1996 (Lat: 35.369603, Lng: -78.006756), Route carried "on" structure: Business US 117, Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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, Inspection Date: Febuary 2021
Structure Number: 1910003, Location: 0.3 MI.N.JCT.SR1996 (Lat: 35.369603, Lng: -78.006756), Route carried "on" structure: Business US 117, Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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, Inspection Date: Febuary 2021
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Structure Number: 1910008, Location: 0.4 MI.W.JCT.SR1565 (Lat: 35.385406, Lng: -77.954300), Route carried "on" structure: State highway 1560, Year Built: 2000, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 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, Inspection Date: January 2021
Structure Number: 1910008, Location: 0.4 MI.W.JCT.SR1565 (Lat: 35.385406, Lng: -77.954300), Route carried "on" structure: State highway 1560, Year Built: 2000, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 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, Inspection Date: January 2021
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Structure Number: 191001, Location: 0.8 MI E. OF JCT SR1707 (Lat: 35.409483, Lng: -77.881572), Route carried "on" structure: State highway 1705, Year Built: 2000, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 2,700 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 5,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191001, Location: 0.8 MI E. OF JCT SR1707 (Lat: 35.409483, Lng: -77.881572), Route carried "on" structure: State highway 1705, Year Built: 2000, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 2,700 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 5,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910012, Location: 0.1 MI.E. OF JCT.SR1326 (Lat: 35.402897, Lng: -78.021236), Route carried "on" structure: US 70, Year Built: 1926, Year Reconstructed: 1948, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 15, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910012, Location: 0.1 MI.E. OF JCT.SR1326 (Lat: 35.402897, Lng: -78.021236), Route carried "on" structure: US 70, Year Built: 1926, Year Reconstructed: 1948, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 15, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910013, Location: .7 MI W.OF JCT US13/US117 (Lat: 35.403039, Lng: -78.021158), Route carried "on" structure: US 70, Year Built: 1961, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910013, Location: .7 MI W.OF JCT US13/US117 (Lat: 35.403039, Lng: -78.021158), Route carried "on" structure: US 70, Year Built: 1961, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910017, Location: 0.3 MI. W. OF JCT. SR1928 (Lat: 35.320575, Lng: -78.006272), Route carried "on" structure: State highway 1918, Year Built: 2008, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: CARRAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1910017, Location: 0.3 MI. W. OF JCT. SR1928 (Lat: 35.320575, Lng: -78.006272), Route carried "on" structure: State highway 1918, Year Built: 2008, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: CARRAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1910018, Location: 0.4 MI. S. JCT. SR1919 (Lat: 35.337172, Lng: -77.997461), Route carried "on" structure: State highway 581, Year Built: 1959, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 7,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 14,200 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1910018, Location: 0.4 MI. S. JCT. SR1919 (Lat: 35.337172, Lng: -77.997461), Route carried "on" structure: State highway 581, Year Built: 1959, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 7,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 14,200 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 191002, Location: .2 MI E OFJCT US13,70&117 (Lat: 35.395206, Lng: -77.999881), Route carried "on" structure: Business US 70, Year Built: 1926, Year Reconstructed: 1961, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 17,600 (year 2040), Design Load: HS 15, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: Bituminous
Structure Number: 191002, Location: .2 MI E OFJCT US13,70&117 (Lat: 35.395206, Lng: -77.999881), Route carried "on" structure: Business US 70, Year Built: 1926, Year Reconstructed: 1961, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 17,600 (year 2040), Design Load: HS 15, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: Bituminous
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Structure Number: 1910028, Location: 0.05 MI. S. JCT. SR1249 (Lat: 35.389308, Lng: -78.008625), Route carried "on" structure: State highway 2075, Year Built: 1958, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: H 15, Features Intersected: US13, US117 ALT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1910028, Location: 0.05 MI. S. JCT. SR1249 (Lat: 35.389308, Lng: -78.008625), Route carried "on" structure: State highway 2075, Year Built: 1958, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: H 15, Features Intersected: US13, US117 ALT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 191003, Location: 0.6 MI.E.JCT.NC581 (Lat: 35.383589, Lng: -77.988453), Route carried "on" structure: Business US 70, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, 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: Febuary 2021
Structure Number: 191003, Location: 0.6 MI.E.JCT.NC581 (Lat: 35.383589, Lng: -77.988453), Route carried "on" structure: Business US 70, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, 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: Febuary 2021
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Structure Number: 1910032, Location: 0.3 MI N. OF JCT. SR1926 (Lat: 35.344283, Lng: -78.027119), Route carried "on" structure: US 13, Year Built: 1954, Status: Open, Structure Length: 10.75m (35.27ft), Average Daily Traffic: 15,500 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 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: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2020, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910032, Location: 0.3 MI N. OF JCT. SR1926 (Lat: 35.344283, Lng: -78.027119), Route carried "on" structure: US 13, Year Built: 1954, Status: Open, Structure Length: 10.75m (35.27ft), Average Daily Traffic: 15,500 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 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: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2020, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910033, Location: 0.3 MI N JCT SR1926 (Lat: 35.344403, Lng: -78.027217), Route carried "on" structure: US 13, Year Built: 1979, Status: Open, Structure Length: 10.75m (35.27ft), Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 29,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1910033, Location: 0.3 MI N JCT SR1926 (Lat: 35.344403, Lng: -78.027217), Route carried "on" structure: US 13, Year Built: 1979, Status: Open, Structure Length: 10.75m (35.27ft), Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 29,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1910036, Location: 0.35MI.W.JCT.SR1565 (Lat: 35.375583, Lng: -77.960064), Route carried "on" structure: Business US 70, Year Built: 1970, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910036, Location: 0.35MI.W.JCT.SR1565 (Lat: 35.375583, Lng: -77.960064), Route carried "on" structure: Business US 70, Year Built: 1970, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910038, Location: 100YD S JCT. US 117BYP (Lat: 35.317028, Lng: -78.037189), Route carried "on" structure: Alternate US 117, Year Built: 1921, Year Reconstructed: 1939, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 11,400 (year 2040), Design Load: H 15, Features Intersected: POPLAR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910038, Location: 100YD S JCT. US 117BYP (Lat: 35.317028, Lng: -78.037189), Route carried "on" structure: Alternate US 117, Year Built: 1921, Year Reconstructed: 1939, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 11,400 (year 2040), Design Load: H 15, Features Intersected: POPLAR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910039, Location: 0.9 M.I N. JCT. US117 (Lat: 35.393656, Lng: -78.023972), Route carried "on" structure: State highway 581, Year Built: 1954, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 7,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: H 15, Features Intersected: LITTLE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910039, Location: 0.9 M.I N. JCT. US117 (Lat: 35.393656, Lng: -78.023972), Route carried "on" structure: State highway 581, Year Built: 1954, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 7,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: H 15, Features Intersected: LITTLE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191004, Location: 0.4 MI. W. JCT. NC222 (Lat: 35.582897, Lng: -77.846917), Route carried "on" structure: State highway 1513, Year Built: 2019, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 280 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 560 (year 2040), Design Load: HL 93, Features Intersected: IVY SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 191004, Location: 0.4 MI. W. JCT. NC222 (Lat: 35.582897, Lng: -77.846917), Route carried "on" structure: State highway 1513, Year Built: 2019, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 280 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 560 (year 2040), Design Load: HL 93, Features Intersected: IVY SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1910043, Location: 0.65 MI.W.JCT.SR1711 (Lat: 35.378208, Lng: -77.936778), Route carried "on" structure: Bypass US 70, Year Built: 1974, Status: Open, Structure Length: 5.42m (17.78ft), Average Daily Traffic: 14,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US13
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: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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: Meets minimum limits, 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, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1910043, Location: 0.65 MI.W.JCT.SR1711 (Lat: 35.378208, Lng: -77.936778), Route carried "on" structure: Bypass US 70, Year Built: 1974, Status: Open, Structure Length: 5.42m (17.78ft), Average Daily Traffic: 14,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US13
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: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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: Meets minimum limits, 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, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1910047, Location: 0.7MI. N. JCT. US70BUS. (Lat: 35.399400, Lng: -77.991661), Route carried "on" structure: Bypass US 117, Year Built: 1972, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 4,600 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 9,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: US13/US70BYP/US117BYP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1910047, Location: 0.7MI. N. JCT. US70BUS. (Lat: 35.399400, Lng: -77.991661), Route carried "on" structure: Bypass US 117, Year Built: 1972, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 4,600 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 9,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: US13/US70BYP/US117BYP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1910048, Location: 0.65 MI.W.JCT.SR1711 (Lat: 35.378306, Lng: -77.936592), Route carried "on" structure: Bypass US 70, Year Built: 1974, Status: Open, Structure Length: 5.42m (17.78ft), Average Daily Traffic: 14,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US13
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: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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: Meets minimum limits, 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: 1910048, Location: 0.65 MI.W.JCT.SR1711 (Lat: 35.378306, Lng: -77.936592), Route carried "on" structure: Bypass US 70, Year Built: 1974, Status: Open, Structure Length: 5.42m (17.78ft), Average Daily Traffic: 14,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US13
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: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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: Meets minimum limits, 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: 1910049, Location: 200FT W. JCT SR1318 (Lat: 35.451747, Lng: -78.027122), Route carried "on" structure: State highway 1317, Year Built: 1951, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 5,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 11,200 (year 2040), Design Load: H 10, Features Intersected: PEACOCK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910049, Location: 200FT W. JCT SR1318 (Lat: 35.451747, Lng: -78.027122), Route carried "on" structure: State highway 1317, Year Built: 1951, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 5,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 11,200 (year 2040), Design Load: H 10, Features Intersected: PEACOCK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191005, Location: 0.2 MI. E. JCT. SR1318 (Lat: 35.450817, Lng: -78.024056), Route carried "on" structure: State highway 1317, Year Built: 2005, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 5,600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 11,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191005, Location: 0.2 MI. E. JCT. SR1318 (Lat: 35.450817, Lng: -78.024056), Route carried "on" structure: State highway 1317, Year Built: 2005, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 5,600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 11,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910051, Location: 0.15MI.S.JCT.SR2108 (Lat: 35.346236, Lng: -78.023986), Route carried "on" structure: US 13, Year Built: 1954, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 15,500 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER OVERF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910051, Location: 0.15MI.S.JCT.SR2108 (Lat: 35.346236, Lng: -78.023986), Route carried "on" structure: US 13, Year Built: 1954, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 15,500 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER OVERF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910052, Location: 0.15MI.S.JCT SR2108 (Lat: 35.346375, Lng: -78.024081), Route carried "on" structure: US 13, Year Built: 1979, Status: Open, Structure Length: 8.59m (28.18ft), Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RVR OVRFLW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1910052, Location: 0.15MI.S.JCT SR2108 (Lat: 35.346375, Lng: -78.024081), Route carried "on" structure: US 13, Year Built: 1979, Status: Open, Structure Length: 8.59m (28.18ft), Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEUSE RVR OVRFLW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1910055, Location: 0.2 MI. S. JCT. SR1008 (Lat: 35.393089, Lng: -78.026036), Route carried "on" structure: State highway 581, Year Built: 1954, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 7,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: HS 15, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910055, Location: 0.2 MI. S. JCT. SR1008 (Lat: 35.393089, Lng: -78.026036), Route carried "on" structure: State highway 581, Year Built: 1954, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 7,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: HS 15, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910058, Location: 0.9 MI.N. OF JCT. SR1926 (Lat: 35.350233, Lng: -78.017636), Route carried "on" structure: US 13, Year Built: 1954, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, 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: Bituminous
Structure Number: 1910058, Location: 0.9 MI.N. OF JCT. SR1926 (Lat: 35.350233, Lng: -78.017636), Route carried "on" structure: US 13, Year Built: 1954, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, 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: Bituminous
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Structure Number: 1910059, Location: 0.8 MI.S. JCT. SR1330 (Lat: 35.466322, Lng: -78.093994), Route carried "on" structure: State highway 1234, Year Built: 1977, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 890 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,780 (year 2040), Design Load: HS 15, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910059, Location: 0.8 MI.S. JCT. SR1330 (Lat: 35.466322, Lng: -78.093994), Route carried "on" structure: State highway 1234, Year Built: 1977, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 890 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,780 (year 2040), Design Load: HS 15, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191006, Location: 1.0 MI. E. JCT. NC111 (Lat: 35.341036, Lng: -77.903297), Route carried "on" structure: US 70, Year Built: 1921, Year Reconstructed: 1958, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 15, Features Intersected: WALNUT CREEK
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: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, 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: Bituminous
Structure Number: 191006, Location: 1.0 MI. E. JCT. NC111 (Lat: 35.341036, Lng: -77.903297), Route carried "on" structure: US 70, Year Built: 1921, Year Reconstructed: 1958, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 15, Features Intersected: WALNUT CREEK
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: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, 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: Bituminous
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Structure Number: 1910062, Location: 200' N.JCT.SR1326 (Lat: 35.445475, Lng: -78.044975), Route carried "on" structure: State highway 581, Year Built: 2005, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: Febuary 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910062, Location: 200' N.JCT.SR1326 (Lat: 35.445475, Lng: -78.044975), Route carried "on" structure: State highway 581, Year Built: 2005, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: Febuary 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910066, Location: 0.4 MI N. OF JCT SR1007 (Lat: 35.390697, Lng: -78.102469), Route carried "on" structure: State highway 1236, Year Built: 1959, Status: Posted for load, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 5,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 10,200 (year 2040), Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910066, Location: 0.4 MI N. OF JCT SR1007 (Lat: 35.390697, Lng: -78.102469), Route carried "on" structure: State highway 1236, Year Built: 1959, Status: Posted for load, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 5,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 10,200 (year 2040), Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910067, Location: 0.4 MI.E.SR1236 (Lat: 35.385758, Lng: -78.093847), Route carried "on" structure: State highway 1007, Year Built: 2001, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910067, Location: 0.4 MI.E.SR1236 (Lat: 35.385758, Lng: -78.093847), Route carried "on" structure: State highway 1007, Year Built: 2001, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910068, Location: 0.22 MI. S. JCT. SR1302 (Lat: 35.396814, Lng: -78.001747), Route carried "on" structure: US 13, Year Built: 1956, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US70 E, US70 BUS W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1910068, Location: 0.22 MI. S. JCT. SR1302 (Lat: 35.396814, Lng: -78.001747), Route carried "on" structure: US 13, Year Built: 1956, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US70 E, US70 BUS W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1910069, Location: 0.22 MI.S. JCT SR1302 (Lat: 35.396908, Lng: -78.001947), Route carried "on" structure: US 13, Year Built: 1956, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 15, Features Intersected: US70BUS.
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: 13), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1910069, Location: 0.22 MI.S. JCT SR1302 (Lat: 35.396908, Lng: -78.001947), Route carried "on" structure: US 13, Year Built: 1956, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 15, Features Intersected: US70BUS.
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: 13), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 191007, Location: 2.0 MI S. OF JCT NC222 (Lat: 35.519011, Lng: -77.983408), Route carried "on" structure: US 117, Year Built: 1969, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 5,600 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191007, Location: 2.0 MI S. OF JCT NC222 (Lat: 35.519011, Lng: -77.983408), Route carried "on" structure: US 117, Year Built: 1969, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 5,600 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910075, Location: 0.4 MI N. JCT US70BUS (Lat: 35.398769, Lng: -77.996347), Route carried "on" structure: US 13, Year Built: 1949, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 15, Features Intersected: SCLRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910075, Location: 0.4 MI N. JCT US70BUS (Lat: 35.398769, Lng: -77.996347), Route carried "on" structure: US 13, Year Built: 1949, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 15, Features Intersected: SCLRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910076, Location: 0.4 MI N JCT US70 BUS (Lat: 35.398906, Lng: -77.996231), Route carried "on" structure: US 13, Year Built: 1956, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 20,000 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 40,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910076, Location: 0.4 MI N JCT US70 BUS (Lat: 35.398906, Lng: -77.996231), Route carried "on" structure: US 13, Year Built: 1956, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 20,000 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 40,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910078, Location: 0.5 MI. N. JCT. US70 BUS. (Lat: 35.398944, Lng: -77.994403), Route carried "on" structure: US 13, Year Built: 1972, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1304
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 26.7m (87.6ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Equal to 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910078, Location: 0.5 MI. N. JCT. US70 BUS. (Lat: 35.398944, Lng: -77.994403), Route carried "on" structure: US 13, Year Built: 1972, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1304
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 26.7m (87.6ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Equal to 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910079, Location: 0.35 MI N JCT US 117 BYP (Lat: 35.400672, Lng: -77.985811), Route carried "on" structure: US 13, Year Built: 1956, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 15,250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 30,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: US117BUS/NC 111
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: 13), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1910079, Location: 0.35 MI N JCT US 117 BYP (Lat: 35.400672, Lng: -77.985811), Route carried "on" structure: US 13, Year Built: 1956, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 15,250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 30,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: US117BUS/NC 111
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: 13), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191008, Location: 0.5 MI. E. JCT. SR1216 (Lat: 35.322478, Lng: -78.128083), Route carried "on" structure: State highway 1219, Year Built: 1975, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 15, Features Intersected: FALLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: May 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 191008, Location: 0.5 MI. E. JCT. SR1216 (Lat: 35.322478, Lng: -78.128083), Route carried "on" structure: State highway 1219, Year Built: 1975, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 15, Features Intersected: FALLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: May 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1910081, Location: 0.35 MI. N. JCT.US117 BYP (Lat: 35.400867, Lng: -77.985697), Route carried "on" structure: US 13, Year Built: 1972, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US117 BUS; NC111N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1910081, Location: 0.35 MI. N. JCT.US117 BYP (Lat: 35.400867, Lng: -77.985697), Route carried "on" structure: US 13, Year Built: 1972, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US117 BUS; NC111N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1910084, Location: 0.11 MI.N. JCT. SR1555 (Lat: 35.396286, Lng: -77.968419), Route carried "on" structure: State highway 1556, Year Built: 1971, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 22,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 44,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US13/US70BYP/NC111
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: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.7m (100.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1910084, Location: 0.11 MI.N. JCT. SR1555 (Lat: 35.396286, Lng: -77.968419), Route carried "on" structure: State highway 1556, Year Built: 1971, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 22,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 44,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US13/US70BYP/NC111
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: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.7m (100.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1910086, Location: 0.4 MI. S. JCT SR1565 (Lat: 35.390861, Lng: -77.953056), Route carried "on" structure: US 13, Year Built: 1976, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 41,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 82,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 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: 1910086, Location: 0.4 MI. S. JCT SR1565 (Lat: 35.390861, Lng: -77.953056), Route carried "on" structure: US 13, Year Built: 1976, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 41,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 82,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 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