Bridge Statistics for Rocky Point, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 200ft / 61.3mTotal length
- 109,490Total average daily traffic
- 16,907Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rocky Point
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 81980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 50.0%Good
- 16.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Culverts
- 33.3%Satisfactory
- 66.7%Fair
Find on map >> Show street view
Structure Number: 1270159, Location: 1.19MI. N. OF JCT. NC43 (Lat: 35.981378, Lng: -77.801394), Route carried "on" structure: State highway 1541, Year Built: 1990, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 5,800 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 11,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: HORNBEAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 1270159, Location: 1.19MI. N. OF JCT. NC43 (Lat: 35.981378, Lng: -77.801394), Route carried "on" structure: State highway 1541, Year Built: 1990, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 5,800 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 11,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: HORNBEAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 1270207, Location: 0.4 MI.E. OF JCT.US301BY (Lat: 35.952394, Lng: -77.819917), Route carried "on" structure: Business US 64, Year Built: 1950, Year Reconstructed: 1960, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: H 15, Features Intersected: TAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1270207, Location: 0.4 MI.E. OF JCT.US301BY (Lat: 35.952394, Lng: -77.819917), Route carried "on" structure: Business US 64, Year Built: 1950, Year Reconstructed: 1960, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: H 15, Features Intersected: TAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1410012, Location: 1.6 MI S. OF JCT NC210 (Lat: 34.416964, Lng: -77.886261), Route carried "on" structure: US 117, Year Built: 1952, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 7,600 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 15,200 (year 2040), Design Load: HS 15, Features Intersected: NCDOT/RR(ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.0m (68.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1410012, Location: 1.6 MI S. OF JCT NC210 (Lat: 34.416964, Lng: -77.886261), Route carried "on" structure: US 117, Year Built: 1952, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 7,600 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 15,200 (year 2040), Design Load: HS 15, Features Intersected: NCDOT/RR(ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.0m (68.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1410021, Location: 2.8 MI. E. OF JCT. US 117 (Lat: 34.443236, Lng: -77.833711), Route carried "on" structure: State highway 210, Year Built: 2009, Status: Open, Structure Length: 28.10m (92.19ft), Average Daily Traffic: 5,700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: NE CAPE FEAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1410021, Location: 2.8 MI. E. OF JCT. US 117 (Lat: 34.443236, Lng: -77.833711), Route carried "on" structure: State highway 210, Year Built: 2009, Status: Open, Structure Length: 28.10m (92.19ft), Average Daily Traffic: 5,700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: NE CAPE FEAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 141009, Location: 1.2MI.N.JCT.SR1412 (Lat: 34.513425, Lng: -77.845283), Route carried "on" structure: State highway 1411, Year Built: 1990, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 790 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,580 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH NE.CAPE FEAR RVR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 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 60 months, Inspection Date: September 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 141009, Location: 1.2MI.N.JCT.SR1412 (Lat: 34.513425, Lng: -77.845283), Route carried "on" structure: State highway 1411, Year Built: 1990, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 790 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,580 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH NE.CAPE FEAR RVR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 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 60 months, Inspection Date: September 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 141017, Location: 0.1 MI W JCT SR1414 (Lat: 34.479892, Lng: -77.875408), Route carried "on" structure: State highway 1628, Year Built: 1984, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 2,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: PIKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021
Structure Number: 141017, Location: 0.1 MI W JCT SR1414 (Lat: 34.479892, Lng: -77.875408), Route carried "on" structure: State highway 1628, Year Built: 1984, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 2,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: PIKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021
Find on map >> Show street view
Structure Number: 141022, Location: 0.8 MI.E. OF JCT.US117 (Lat: 34.479308, Lng: -77.878900), Route carried "on" structure: State highway 1411, Year Built: 1982, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 2,300 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 141022, Location: 0.8 MI.E. OF JCT.US117 (Lat: 34.479308, Lng: -77.878900), Route carried "on" structure: State highway 1411, Year Built: 1982, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 2,300 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1410221, Location: 0.95 MI. E. OF JCT. US117 (Lat: 34.480131, Lng: -77.875553), Route carried "on" structure: State highway 1411, Year Built: 1982, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: PIKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021
Structure Number: 1410221, Location: 0.95 MI. E. OF JCT. US117 (Lat: 34.480131, Lng: -77.875553), Route carried "on" structure: State highway 1411, Year Built: 1982, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: PIKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021
Find on map >> Show street view
Structure Number: 1410222, Location: 0.4 MI.E.JCT.US117 (Lat: 34.441050, Lng: -77.874422), Route carried "on" structure: State highway 210, Year Built: 1982, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 17.0m (55.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1410222, Location: 0.4 MI.E.JCT.US117 (Lat: 34.441050, Lng: -77.874422), Route carried "on" structure: State highway 210, Year Built: 1982, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 17.0m (55.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 141022, Location: 0.8 MI.E. OF JCT.US117 (Lat: 34.479308, Lng: -77.878900), Route carried "under" structure: Interstate 40, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 23%, Features Intersected: SR1411
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 141022, Location: 0.8 MI.E. OF JCT.US117 (Lat: 34.479308, Lng: -77.878900), Route carried "under" structure: Interstate 40, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 23%, Features Intersected: SR1411
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 141022, Location: 0.8 MI.E. OF JCT.US117 (Lat: 34.479308, Lng: -77.878900), Route carried "under" structure: Interstate 40, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 23%, Features Intersected: SR1411
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 141022, Location: 0.8 MI.E. OF JCT.US117 (Lat: 34.479308, Lng: -77.878900), Route carried "under" structure: Interstate 40, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 23%, Features Intersected: SR1411
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 1410222, Location: 0.4 MI.E.JCT.US117 (Lat: 34.441050, Lng: -77.874422), Route carried "under" structure: Interstate 40, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 15,750 (year 2019), Truck Traffic: 23%, Features Intersected: NC210
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 124.359, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)
Structure Number: 1410222, Location: 0.4 MI.E.JCT.US117 (Lat: 34.441050, Lng: -77.874422), Route carried "under" structure: Interstate 40, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 15,750 (year 2019), Truck Traffic: 23%, Features Intersected: NC210
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 124.359, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)
Find on map >> Show street view
Structure Number: 1410222, Location: 0.4 MI.E.JCT.US117 (Lat: 34.441050, Lng: -77.874422), Route carried "under" structure: Interstate 40, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 15,750 (year 2019), Truck Traffic: 23%, Features Intersected: NC210
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 124.359, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)
Structure Number: 1410222, Location: 0.4 MI.E.JCT.US117 (Lat: 34.441050, Lng: -77.874422), Route carried "under" structure: Interstate 40, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 15,750 (year 2019), Truck Traffic: 23%, Features Intersected: NC210
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 124.359, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)