Bridge Statistics for New Bern, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 68Number of bridges
- 2,441ft / 744mTotal length
- 728,450Total average daily traffic
- 84,556Total average daily truck traffic
- 736,875Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Bern
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 11950-1959
- 21960-1969
- 271970-1979
- 21980-1989
- 61990-1999
- 182000-2009
- 102010-2018
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 5.7%Very good
- 62.9%Good
- 20.0%Satisfactory
- 11.4%Fair
- Bridge Condition - Superstructure
- 5.7%Very good
- 71.4%Good
- 14.3%Satisfactory
- 8.6%Fair
- Bridge Condition - Substructure
- 2.9%Very good
- 51.4%Good
- 22.9%Satisfactory
- 22.9%Fair
- Bridge Condition - Channel
- 91.7%Good
- 4.2%Satisfactory
- 4.2%Fair
- Bridge Condition - Culverts
- 20.0%Very good
- 60.0%Good
- 20.0%Fair
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Structure Number: 490001, Location: 0.9 MI.NW JCT.US17 (Lat: 35.112475, Lng: -77.097433), Route carried "on" structure: State highway 1309, Year Built: 1976, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 29,000 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 58,000 (year 2025), Design Load: H 10, Features Intersected: US17N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 207.0m (679.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490001, Location: 0.9 MI.NW JCT.US17 (Lat: 35.112475, Lng: -77.097433), Route carried "on" structure: State highway 1309, Year Built: 1976, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 29,000 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 58,000 (year 2025), Design Load: H 10, Features Intersected: US17N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 207.0m (679.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490001, Location: 0.9 MI.NW JCT.US17 (Lat: 35.112475, Lng: -77.097433), Route carried "under" structure: US 17, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 12%, Features Intersected: SR1309
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 665.303, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 490001, Location: 0.9 MI.NW JCT.US17 (Lat: 35.112475, Lng: -77.097433), Route carried "under" structure: US 17, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 12%, Features Intersected: SR1309
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 665.303, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 490001, Location: 0.9 MI.NW JCT.US17 (Lat: 35.112475, Lng: -77.097433), Route carried "under" structure: US 17, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 12%, Features Intersected: SR1309
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 665.303, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 490001, Location: 0.9 MI.NW JCT.US17 (Lat: 35.112475, Lng: -77.097433), Route carried "under" structure: US 17, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 12%, Features Intersected: SR1309
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 665.303, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 490008, Location: 1.0 MI.SW. OF JCT.SR1101 (Lat: 34.977792, Lng: -76.994847), Route carried "on" structure: State highway 1102, Year Built: 1998, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 40 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 80 (year 2025), Design Load: H 10, Features Intersected: GREAT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.7m (2.3ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2017, Underwater Inspection Date: January 2017
Structure Number: 490008, Location: 1.0 MI.SW. OF JCT.SR1101 (Lat: 34.977792, Lng: -76.994847), Route carried "on" structure: State highway 1102, Year Built: 1998, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 40 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 80 (year 2025), Design Load: H 10, Features Intersected: GREAT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.7m (2.3ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2017, Underwater Inspection Date: January 2017
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Structure Number: 490009, Location: 1.6 MI. E. JCT. SR1111 (Lat: 34.996308, Lng: -77.000983), Route carried "on" structure: State highway 1101, Year Built: 2014, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 730 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,460 (year 2025), Design Load: H 10, Features Intersected: BRICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2017, Underwater Inspection Date: April 2014, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 490009, Location: 1.6 MI. E. JCT. SR1111 (Lat: 34.996308, Lng: -77.000983), Route carried "on" structure: State highway 1101, Year Built: 2014, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 730 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,460 (year 2025), Design Load: H 10, Features Intersected: BRICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2017, Underwater Inspection Date: April 2014, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 490034, Location: 1.1 MI.S. OF JCT. SR1400 (Lat: 35.178403, Lng: -77.131628), Route carried "on" structure: State highway 43, Year Built: 1975, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 13,000 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 26,000 (year 2025), Design Load: H 10, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 43), Owner: State Highway Agency, Approaching Roadway Width: 146.0m (479.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2017, Underwater Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490034, Location: 1.1 MI.S. OF JCT. SR1400 (Lat: 35.178403, Lng: -77.131628), Route carried "on" structure: State highway 43, Year Built: 1975, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 13,000 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 26,000 (year 2025), Design Load: H 10, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 43), Owner: State Highway Agency, Approaching Roadway Width: 146.0m (479.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2017, Underwater Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490036, Location: 1 MI.N.JCT.SR1005 (Lat: 35.164486, Lng: -77.177403), Route carried "on" structure: State highway 1244, Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 260 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2025), Design Load: H 10, Features Intersected: FORK OF BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2016, Underwater Inspection Date: November 2016
Structure Number: 490036, Location: 1 MI.N.JCT.SR1005 (Lat: 35.164486, Lng: -77.177403), Route carried "on" structure: State highway 1244, Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 260 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2025), Design Load: H 10, Features Intersected: FORK OF BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2016, Underwater Inspection Date: November 2016
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Structure Number: 490046, Location: 1.1 MI W. OF JCT SR1225 (Lat: 35.143997, Lng: -77.179783), Route carried "on" structure: State highway 1226, Year Built: 2014, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 300 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2025), Design Load: H 10, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: December 2016, Underwater Inspection Date: June 2014, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 490046, Location: 1.1 MI W. OF JCT SR1225 (Lat: 35.143997, Lng: -77.179783), Route carried "on" structure: State highway 1226, Year Built: 2014, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 300 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2025), Design Load: H 10, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: December 2016, Underwater Inspection Date: June 2014, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 490061, Location: 0.6 MI. E. JCT. SR1244 (Lat: 35.168253, Lng: -77.164933), Route carried "on" structure: State highway 55, Year Built: 1928, Year Reconstructed: 1966, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,200 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2025), Design Load: H 10, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), 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: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2017, Underwater Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 490061, Location: 0.6 MI. E. JCT. SR1244 (Lat: 35.168253, Lng: -77.164933), Route carried "on" structure: State highway 55, Year Built: 1928, Year Reconstructed: 1966, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,200 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2025), Design Load: H 10, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), 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: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2017, Underwater Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 490069, Location: 2.0 MI.E. OF JCT.SR1224 (Lat: 35.140311, Lng: -77.178978), Route carried "on" structure: State highway 70, Year Built: 1976, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 8,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 17,000 (year 2025), Design Load: H 10, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 657.095, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 1.2m (3.9ft), Out-to-Out Width: 1.3m (4.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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 48 months, Inspection Date: December 2016, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490069, Location: 2.0 MI.E. OF JCT.SR1224 (Lat: 35.140311, Lng: -77.178978), Route carried "on" structure: State highway 70, Year Built: 1976, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 8,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 17,000 (year 2025), Design Load: H 10, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 657.095, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 1.2m (3.9ft), Out-to-Out Width: 1.3m (4.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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 48 months, Inspection Date: December 2016, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490072, Location: 3.3 MI. N. JCT. SR1224 (Lat: 35.136686, Lng: -77.166844), Route carried "on" structure: State highway 1225, Year Built: 1976, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 4,700 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 9,400 (year 2025), Design Load: H 10, Features Intersected: US70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490072, Location: 3.3 MI. N. JCT. SR1224 (Lat: 35.136686, Lng: -77.166844), Route carried "on" structure: State highway 1225, Year Built: 1976, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 4,700 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 9,400 (year 2025), Design Load: H 10, Features Intersected: US70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490072, Location: 3.3 MI. N. JCT. SR1224 (Lat: 35.136686, Lng: -77.166844), Route carried "under" structure: State highway 70, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2015), Truck Traffic: 14%, Features Intersected: SR1225
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 658.222, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 490072, Location: 3.3 MI. N. JCT. SR1224 (Lat: 35.136686, Lng: -77.166844), Route carried "under" structure: State highway 70, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2015), Truck Traffic: 14%, Features Intersected: SR1225
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 658.222, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: 490072, Location: 3.3 MI. N. JCT. SR1224 (Lat: 35.136686, Lng: -77.166844), Route carried "under" structure: State highway 70, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2015), Truck Traffic: 14%, Features Intersected: SR1225
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 490072, Location: 3.3 MI. N. JCT. SR1224 (Lat: 35.136686, Lng: -77.166844), Route carried "under" structure: State highway 70, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2015), Truck Traffic: 14%, Features Intersected: SR1225
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: 490075, Location: 0.9 BYP. E. JCT. NC43 (Lat: 35.103917, Lng: -77.084392), Route carried "on" structure: US 70, Year Built: 1977, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 28,000 (year 2025), Design Load: H 10, Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 666.751, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490075, Location: 0.9 BYP. E. JCT. NC43 (Lat: 35.103917, Lng: -77.084392), Route carried "on" structure: US 70, Year Built: 1977, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 28,000 (year 2025), Design Load: H 10, Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 666.751, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490075, Location: 0.9 BYP. E. JCT. NC43 (Lat: 35.103917, Lng: -77.084392), Route carried "under" structure: US 17, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2015), Truck Traffic: 12%, Features Intersected: US70 EBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft)
Structure Number: 490075, Location: 0.9 BYP. E. JCT. NC43 (Lat: 35.103917, Lng: -77.084392), Route carried "under" structure: US 17, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2015), Truck Traffic: 12%, Features Intersected: US70 EBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft)
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Structure Number: 490075, Location: 0.9 BYP. E. JCT. NC43 (Lat: 35.103917, Lng: -77.084392), Route carried "under" structure: US 17, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2015), Truck Traffic: 12%, Features Intersected: US70 EBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft)
Structure Number: 490075, Location: 0.9 BYP. E. JCT. NC43 (Lat: 35.103917, Lng: -77.084392), Route carried "under" structure: US 17, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2015), Truck Traffic: 12%, Features Intersected: US70 EBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft)
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Structure Number: 490076, Location: 0.9 MI. E. JCT.NC 43 (Lat: 35.104036, Lng: -77.084067), Route carried "on" structure: State highway 70, Year Built: 1977, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 31,000 (year 2025), Design Load: H 10, Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 666.751, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490076, Location: 0.9 MI. E. JCT.NC 43 (Lat: 35.104036, Lng: -77.084067), Route carried "on" structure: State highway 70, Year Built: 1977, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 31,000 (year 2025), Design Load: H 10, Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 666.751, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490076, Location: 0.9 MI. E. JCT.NC 43 (Lat: 35.104036, Lng: -77.084067), Route carried "under" structure: State highway 17, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2014), Truck Traffic: 14%, Features Intersected: US70 W
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft)
Structure Number: 490076, Location: 0.9 MI. E. JCT.NC 43 (Lat: 35.104036, Lng: -77.084067), Route carried "under" structure: State highway 17, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2014), Truck Traffic: 14%, Features Intersected: US70 W
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft)
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Structure Number: 490076, Location: 0.9 MI. E. JCT.NC 43 (Lat: 35.104036, Lng: -77.084067), Route carried "under" structure: State highway 17, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2014), Truck Traffic: 14%, Features Intersected: US70 W
Minimum Vertical Clearance: 0.05m (0.16ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft)
Structure Number: 490076, Location: 0.9 MI. E. JCT.NC 43 (Lat: 35.104036, Lng: -77.084067), Route carried "under" structure: State highway 17, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2014), Truck Traffic: 14%, Features Intersected: US70 W
Minimum Vertical Clearance: 0.05m (0.16ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft)
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Structure Number: 490077, Location: 0.1 MI. W. OF JCT. SR1278 (Lat: 35.101667, Lng: -77.081025), Route carried "on" structure: State highway 17, Year Built: 1977, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 45,000 (year 2025), Design Load: H 10, Features Intersected: SERVICE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 1.8m (5.9ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490077, Location: 0.1 MI. W. OF JCT. SR1278 (Lat: 35.101667, Lng: -77.081025), Route carried "on" structure: State highway 17, Year Built: 1977, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 45,000 (year 2025), Design Load: H 10, Features Intersected: SERVICE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 1.8m (5.9ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490077, Location: 0.1 MI. W. OF JCT. SR1278 (Lat: 35.101667, Lng: -77.081025), Route carried "under" structure: Other road , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 50 (year 2010), Truck Traffic: 6%, Features Intersected: US17, US70 E, Facility Carried by Structure: SERVICERD.
Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 490077, Location: 0.1 MI. W. OF JCT. SR1278 (Lat: 35.101667, Lng: -77.081025), Route carried "under" structure: Other road , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 50 (year 2010), Truck Traffic: 6%, Features Intersected: US17, US70 E, Facility Carried by Structure: SERVICERD.
Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 490078, Location: 0.1 MI. W. OF SR1278 (Lat: 35.101714, Lng: -77.080542), Route carried "on" structure: US 17, Year Built: 1977, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 45,000 (year 2025), Design Load: H 10, Features Intersected: SERVICE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 125.0m (410.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490078, Location: 0.1 MI. W. OF SR1278 (Lat: 35.101714, Lng: -77.080542), Route carried "on" structure: US 17, Year Built: 1977, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 45,000 (year 2025), Design Load: H 10, Features Intersected: SERVICE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 125.0m (410.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490078, Location: 0.1 MI. W. OF SR1278 (Lat: 35.101714, Lng: -77.080542), Route carried "under" structure: Other road , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 50 (year 2010), Truck Traffic: 7%, Features Intersected: US17, US70 WBL, Facility Carried by Structure: SERVICERD.
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 490078, Location: 0.1 MI. W. OF SR1278 (Lat: 35.101714, Lng: -77.080542), Route carried "under" structure: Other road , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 50 (year 2010), Truck Traffic: 7%, Features Intersected: US17, US70 WBL, Facility Carried by Structure: SERVICERD.
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 490079, Location: 1.2 MI. W. OF JCT.SR1200 (Lat: 35.100139, Lng: -77.078217), Route carried "on" structure: US 17, Year Built: 1977, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 45,000 (year 2025), Design Load: H 10, Features Intersected: SR1278
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 137.0m (449.5ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490079, Location: 1.2 MI. W. OF JCT.SR1200 (Lat: 35.100139, Lng: -77.078217), Route carried "on" structure: US 17, Year Built: 1977, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 45,000 (year 2025), Design Load: H 10, Features Intersected: SR1278
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 137.0m (449.5ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490079, Location: 1.2 MI. W. OF JCT.SR1200 (Lat: 35.100139, Lng: -77.078217), Route carried "under" structure: State highway 1278, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 6%, Features Intersected: US17, US70 EBL
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 490079, Location: 1.2 MI. W. OF JCT.SR1200 (Lat: 35.100139, Lng: -77.078217), Route carried "under" structure: State highway 1278, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 6%, Features Intersected: US17, US70 EBL
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 49008, Location: 1.2 MI. W. OF JCT. SR1200 (Lat: 35.100328, Lng: -77.077983), Route carried "on" structure: Bypass US 70, Year Built: 1977, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 45,000 (year 2025), Design Load: H 10, Features Intersected: SR1278
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 49008, Location: 1.2 MI. W. OF JCT. SR1200 (Lat: 35.100328, Lng: -77.077983), Route carried "on" structure: Bypass US 70, Year Built: 1977, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 45,000 (year 2025), Design Load: H 10, Features Intersected: SR1278
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 49008, Location: 1.2 MI. W. OF JCT. SR1200 (Lat: 35.100328, Lng: -77.077983), Route carried "under" structure: State highway 1278, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 6%, Features Intersected: US17,US70W
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 49008, Location: 1.2 MI. W. OF JCT. SR1200 (Lat: 35.100328, Lng: -77.077983), Route carried "under" structure: State highway 1278, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 6%, Features Intersected: US17,US70W
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 490082, Location: 1.5 MI. E. OF SR1395 (Lat: 35.100928, Lng: -77.058778), Route carried "on" structure: State highway 1200, Year Built: 1976, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 9,000 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 18,000 (year 2025), Design Load: H 10, Features Intersected: US17,US70BYP,NC55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 669.326, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 2.1m (6.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490082, Location: 1.5 MI. E. OF SR1395 (Lat: 35.100928, Lng: -77.058778), Route carried "on" structure: State highway 1200, Year Built: 1976, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 9,000 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 18,000 (year 2025), Design Load: H 10, Features Intersected: US17,US70BYP,NC55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 669.326, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 2.1m (6.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490082, Location: 1.5 MI. E. OF SR1395 (Lat: 35.100928, Lng: -77.058778), Route carried "under" structure: US 17, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 26,500 (year 2015), Truck Traffic: 12%, Features Intersected: SR1200
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 669.326, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 490082, Location: 1.5 MI. E. OF SR1395 (Lat: 35.100928, Lng: -77.058778), Route carried "under" structure: US 17, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 26,500 (year 2015), Truck Traffic: 12%, Features Intersected: SR1200
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 669.326, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 490082, Location: 1.5 MI. E. OF SR1395 (Lat: 35.100928, Lng: -77.058778), Route carried "under" structure: US 17, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 26,500 (year 2015), Truck Traffic: 12%, Features Intersected: SR1200
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 669.326, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 490082, Location: 1.5 MI. E. OF SR1395 (Lat: 35.100928, Lng: -77.058778), Route carried "under" structure: US 17, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 26,500 (year 2015), Truck Traffic: 12%, Features Intersected: SR1200
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 669.326, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 490083, Location: 0.7 MI E JCT SR 1200 (Lat: 35.097053, Lng: -77.048044), Route carried "on" structure: US 17, Year Built: 1976, Year Reconstructed: 1998, Status: Open, Structure Length: 110.49m (362.50ft), Average Daily Traffic: 26,500 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 53,000 (year 2025), Design Load: H 10, Features Intersected: TRENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 671.096, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 14.0m (45.9ft), Horizontal Clearance: 14.0m (45.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 53, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 48 months, Inspection Date: September 2017, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490083, Location: 0.7 MI E JCT SR 1200 (Lat: 35.097053, Lng: -77.048044), Route carried "on" structure: US 17, Year Built: 1976, Year Reconstructed: 1998, Status: Open, Structure Length: 110.49m (362.50ft), Average Daily Traffic: 26,500 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 53,000 (year 2025), Design Load: H 10, Features Intersected: TRENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 671.096, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 14.0m (45.9ft), Horizontal Clearance: 14.0m (45.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 53, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 48 months, Inspection Date: September 2017, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490084, Location: 0.7 MI. E. JCT. SR1200 (Lat: 35.096531, Lng: -77.045986), Route carried "on" structure: US 17, Year Built: 1976, Year Reconstructed: 1998, Status: Open, Structure Length: 110.49m (362.50ft), Average Daily Traffic: 26,500 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 53,000 (year 2025), Design Load: H 10, Features Intersected: TRENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 671.096, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 137.0m (449.5ft), Horizontal Clearance: 137.0m (449.5ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 53, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 48 months, Inspection Date: September 2017, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490084, Location: 0.7 MI. E. JCT. SR1200 (Lat: 35.096531, Lng: -77.045986), Route carried "on" structure: US 17, Year Built: 1976, Year Reconstructed: 1998, Status: Open, Structure Length: 110.49m (362.50ft), Average Daily Traffic: 26,500 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 53,000 (year 2025), Design Load: H 10, Features Intersected: TRENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 671.096, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 137.0m (449.5ft), Horizontal Clearance: 137.0m (449.5ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 53, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 48 months, Inspection Date: September 2017, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490124, Location: 1.3 MI.S. OF JCT.US17 (Lat: 35.177322, Lng: -77.053964), Route carried "on" structure: State highway 1433, Year Built: 2016, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 570 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 1,140 (year 2025), Design Load: H 10, Features Intersected: MILLS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016
Structure Number: 490124, Location: 1.3 MI.S. OF JCT.US17 (Lat: 35.177322, Lng: -77.053964), Route carried "on" structure: State highway 1433, Year Built: 2016, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 570 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 1,140 (year 2025), Design Load: H 10, Features Intersected: MILLS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016
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Structure Number: 490149, Location: 0.5 MI. E. OF JCT. SR1215 (Lat: 35.125308, Lng: -77.054100), Route carried "on" structure: ServiceCounty highway , Year Built: 1969, Status: Posted for load, Structure Length: 0.18m (0.59ft), Average Daily Traffic: 4,500 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 9,000 (year 2025), Design Load: H 20, Features Intersected: JACK SMITH CREEK, Facility Carried by Structure: OAKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2016, Underwater Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490149, Location: 0.5 MI. E. OF JCT. SR1215 (Lat: 35.125308, Lng: -77.054100), Route carried "on" structure: ServiceCounty highway , Year Built: 1969, Status: Posted for load, Structure Length: 0.18m (0.59ft), Average Daily Traffic: 4,500 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 9,000 (year 2025), Design Load: H 20, Features Intersected: JACK SMITH CREEK, Facility Carried by Structure: OAKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2016, Underwater Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 49016, Location: 0.4 MI.W.JCT.SR1200 (Lat: 35.078225, Lng: -77.104911), Route carried "on" structure: State highway 1213, Year Built: 1984, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 4,800 (year 2025), Design Load: H 10, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 0.7m (2.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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 48 months, Inspection Date: January 2017, Underwater Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 49016, Location: 0.4 MI.W.JCT.SR1200 (Lat: 35.078225, Lng: -77.104911), Route carried "on" structure: State highway 1213, Year Built: 1984, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 4,800 (year 2025), Design Load: H 10, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 0.7m (2.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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 48 months, Inspection Date: January 2017, Underwater Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490187, Location: 0.4 MI.E.JCT.NC55 (Lat: 35.159303, Lng: -77.142322), Route carried "on" structure: State highway 1420, Year Built: 1909, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2025), Design Load: H 10, Features Intersected: CASWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 27.0m (88.6ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, 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, Inspection Date: December 2016, Deck Structure Type: Other
Structure Number: 490187, Location: 0.4 MI.E.JCT.NC55 (Lat: 35.159303, Lng: -77.142322), Route carried "on" structure: State highway 1420, Year Built: 1909, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2025), Design Load: H 10, Features Intersected: CASWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 27.0m (88.6ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, 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, Inspection Date: December 2016, Deck Structure Type: Other
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Structure Number: 490207, Location: 1.3 MI.NE.JCT.SR1401 (Lat: 35.210756, Lng: -77.122758), Route carried "on" structure: State highway 43, Year Built: 1961, Status: Open, Structure Length: 27.04m (88.71ft), Average Daily Traffic: 13,000 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 26,000 (year 2025), Design Load: H 10, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 43), Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 15.8m (51.8ft), 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: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2017, Underwater Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 490207, Location: 1.3 MI.NE.JCT.SR1401 (Lat: 35.210756, Lng: -77.122758), Route carried "on" structure: State highway 43, Year Built: 1961, Status: Open, Structure Length: 27.04m (88.71ft), Average Daily Traffic: 13,000 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 26,000 (year 2025), Design Load: H 10, Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 43), Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 15.8m (51.8ft), 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: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2017, Underwater Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490208, Location: 0.3 MI.NORTH JCT.US17 (Lat: 35.157294, Lng: -77.039806), Route carried "on" structure: State highway 1433, Year Built: 2012, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,600 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (year 2025), Design Load: H 10, Features Intersected: MILLS BRANCH TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Skew: 6 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2016, Underwater Inspection Date: December 2016
Structure Number: 490208, Location: 0.3 MI.NORTH JCT.US17 (Lat: 35.157294, Lng: -77.039806), Route carried "on" structure: State highway 1433, Year Built: 2012, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,600 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (year 2025), Design Load: H 10, Features Intersected: MILLS BRANCH TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Skew: 6 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2016, Underwater Inspection Date: December 2016
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Structure Number: 490212, Location: 2.3 MI.W. OF JCT.NC55 (Lat: 35.149583, Lng: -77.173475), Route carried "on" structure: State highway 1005, Year Built: 2008, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 1,500 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: H 10, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 1.1m (3.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 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 48 months, Inspection Date: January 2017, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 490212, Location: 2.3 MI.W. OF JCT.NC55 (Lat: 35.149583, Lng: -77.173475), Route carried "on" structure: State highway 1005, Year Built: 2008, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 1,500 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: H 10, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 1.1m (3.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 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 48 months, Inspection Date: January 2017, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 490222, Location: 1 MI.E.JCT.SR1200 (Lat: 35.095403, Lng: -77.044558), Route carried "on" structure: Ramp US 17, Year Built: 1998, Status: Open, Structure Length: 30.85m (101.21ft), Average Daily Traffic: 13,250 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 26,500 (year 2025), Design Load: H 10, Features Intersected: TRENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 671.096, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 134.0m (439.6ft), Horizontal Clearance: 134.0m (439.6ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2017, Underwater Inspection Date: December 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 490222, Location: 1 MI.E.JCT.SR1200 (Lat: 35.095403, Lng: -77.044558), Route carried "on" structure: Ramp US 17, Year Built: 1998, Status: Open, Structure Length: 30.85m (101.21ft), Average Daily Traffic: 13,250 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 26,500 (year 2025), Design Load: H 10, Features Intersected: TRENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 671.096, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 134.0m (439.6ft), Horizontal Clearance: 134.0m (439.6ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2017, Underwater Inspection Date: December 2016, 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: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "on" structure: US 17, Year Built: 2003, Status: Open, Structure Length: 302.54m (992.59ft), Average Daily Traffic: 27,000 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 54,000 (year 2025), Design Load: H 10, Features Intersected: NEUSE R. & US70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 12, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 125.0m (410.1ft), Skew: 39 degrees, Navigation Control: Yes ( Vertical Clearance: 201.0m (659.4ft), Horizontal Clearance: 201.0m (659.4ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 30, Number Of Approach Spans: 44, Length of Maximum Span: 79.9m (262.1ft), Curb-To-Curb Width: 2.1m (6.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: 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 48 months, Inspection Date: September 2017, Underwater Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "on" structure: US 17, Year Built: 2003, Status: Open, Structure Length: 302.54m (992.59ft), Average Daily Traffic: 27,000 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 54,000 (year 2025), Design Load: H 10, Features Intersected: NEUSE R. & US70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 12, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 125.0m (410.1ft), Skew: 39 degrees, Navigation Control: Yes ( Vertical Clearance: 201.0m (659.4ft), Horizontal Clearance: 201.0m (659.4ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 30, Number Of Approach Spans: 44, Length of Maximum Span: 79.9m (262.1ft), Curb-To-Curb Width: 2.1m (6.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: 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 48 months, Inspection Date: September 2017, Underwater Inspection Date: June 2016, 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: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: State highway 1004, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 6,400 (year 2015), Truck Traffic: 6%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 14.68m (48.16ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: State highway 1004, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 6,400 (year 2015), Truck Traffic: 6%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 14.68m (48.16ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
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Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: US 70, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2015), Truck Traffic: 12%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: US 70, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2015), Truck Traffic: 12%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
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Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: US 70, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2015), Truck Traffic: 12%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: US 70, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2015), Truck Traffic: 12%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
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Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: US 70, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2015), Truck Traffic: 12%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 15.75m (51.67ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: US 70, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2015), Truck Traffic: 12%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 15.75m (51.67ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
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Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: Ramp US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 28,000 (year 2015), Truck Traffic: 12%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 15.09m (49.51ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: Ramp US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 28,000 (year 2015), Truck Traffic: 12%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 15.09m (49.51ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
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Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: Business US 70, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2015), Truck Traffic: 12%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
Structure Number: 490231, Location: JCT.US17-US70 & NEUS (Lat: 35.097219, Lng: -77.025719), Route carried "under" structure: Business US 70, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2015), Truck Traffic: 12%, Features Intersected: US17, NC55
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 79.9m (262.1ft)
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Structure Number: 490237, Location: @ JCT.US17&US70B (Lat: 35.097294, Lng: -77.036147), Route carried "on" structure: Business US 70, Year Built: 1999, Status: Open, Structure Length: 28.19m (92.49ft), Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 18,000 (year 2025), Design Load: H 10, 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: 101.0m (331.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2017, Underwater Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 490237, Location: @ JCT.US17&US70B (Lat: 35.097294, Lng: -77.036147), Route carried "on" structure: Business US 70, Year Built: 1999, Status: Open, Structure Length: 28.19m (92.49ft), Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 18,000 (year 2025), Design Load: H 10, 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: 101.0m (331.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2017, Underwater Inspection Date: June 2016, 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: 490238, Location: @ JCT. US17 & 70BUS (Lat: 35.091111, Lng: -77.039381), Route carried "on" structure: State highway 17, Year Built: 1999, Status: Open, Structure Length: 21.09m (69.19ft), Average Daily Traffic: 6,750 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 13,500 (year 2025), Design Load: H 10, Features Intersected: NORFOLK & SOUTHERN R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.561, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 94.0m (308.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 490238, Location: @ JCT. US17 & 70BUS (Lat: 35.091111, Lng: -77.039381), Route carried "on" structure: State highway 17, Year Built: 1999, Status: Open, Structure Length: 21.09m (69.19ft), Average Daily Traffic: 6,750 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 13,500 (year 2025), Design Load: H 10, Features Intersected: NORFOLK & SOUTHERN R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.561, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 94.0m (308.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, 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: 490255, Location: .1 MI.E.JCT.TRENT SHORE (Lat: 35.077550, Lng: -77.067939), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,000 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: ALLEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 490255, Location: .1 MI.E.JCT.TRENT SHORE (Lat: 35.077550, Lng: -77.067939), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,000 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: ALLEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 490256, Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126703, Lng: -77.133697), Route carried "on" structure: State highway 43, Year Built: 2009, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 7,800 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 15,600 (year 2025), Design Load: H 10, Features Intersected: US17, US70
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: 116.0m (380.6ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 1.2m (3.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 490256, Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126703, Lng: -77.133697), Route carried "on" structure: State highway 43, Year Built: 2009, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 7,800 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 15,600 (year 2025), Design Load: H 10, Features Intersected: US17, US70
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: 116.0m (380.6ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 1.2m (3.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, 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: 490256, Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126703, Lng: -77.133697), Route carried "under" structure: State highway 70, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2015), Truck Traffic: 14%, Features Intersected: NC43 BYP. N
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 66.144, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 490256, Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126703, Lng: -77.133697), Route carried "under" structure: State highway 70, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2015), Truck Traffic: 14%, Features Intersected: NC43 BYP. N
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 66.144, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 490256, Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126703, Lng: -77.133697), Route carried "under" structure: State highway 70, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2015), Truck Traffic: 14%, Features Intersected: NC43 BYP. N
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 66.144, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 490256, Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126703, Lng: -77.133697), Route carried "under" structure: State highway 70, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2015), Truck Traffic: 14%, Features Intersected: NC43 BYP. N
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 66.144, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 490257, Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126778, Lng: -77.133944), Route carried "on" structure: State highway 43, Year Built: 2009, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 3,900 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 7,800 (year 2025), Design Load: H 10, Features Intersected: US70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 137.0m (449.5ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 1.5m (4.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 490257, Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126778, Lng: -77.133944), Route carried "on" structure: State highway 43, Year Built: 2009, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 3,900 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 7,800 (year 2025), Design Load: H 10, Features Intersected: US70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 137.0m (449.5ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 1.5m (4.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing