Bridge Statistics for China Grove, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 285ft / 87.3mTotal length
- 406,725Total average daily traffic
- 61,378Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for China Grove
- No street view available for this location
- New bridges - historical statistics
- 41960-1969
- 21970-1979
- 61990-1999
- 12000-2009
- 152010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 38.5%Very good
- 30.8%Good
- 23.1%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 61.5%Very good
- 23.1%Good
- 7.7%Satisfactory
- 7.7%Fair
- Bridge Condition - Substructure
- 38.5%Very good
- 30.8%Good
- 15.4%Satisfactory
- 15.4%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 38.9%Good
- 44.4%Fair
- Bridge Condition - Culverts
- 12.5%Very good
- 50.0%Good
- 12.5%Satisfactory
- 25.0%Fair
Find on map >> Show street view
Structure Number: 1230268, Location: 0.2 MI. E. JCT. SR1613 (Lat: 35.576389, Lng: -80.538333), Route carried "on" structure: State highway 24, Year Built: 2019, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 25,000 (year 2040), Design Load: HS 20, Features Intersected: BR. OF WARNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 1230268, Location: 0.2 MI. E. JCT. SR1613 (Lat: 35.576389, Lng: -80.538333), Route carried "on" structure: State highway 24, Year Built: 2019, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 25,000 (year 2040), Design Load: HS 20, Features Intersected: BR. OF WARNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Find on map >> Show street view
Structure Number: 1590001, Location: 0.1 MI. E. JCT. SR1532 (Lat: 35.658050, Lng: -80.515597), Route carried "on" structure: State highway 1526, Year Built: 1998, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 3,400 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRANTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1590001, Location: 0.1 MI. E. JCT. SR1532 (Lat: 35.658050, Lng: -80.515597), Route carried "on" structure: State highway 1526, Year Built: 1998, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 3,400 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRANTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1590002, Location: 0.1 MI. W. JCT. SR1227 (Lat: 35.579094, Lng: -80.587431), Route carried "on" structure: State highway 152, Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,600 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 17,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRANTS 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 1590002, Location: 0.1 MI. W. JCT. SR1227 (Lat: 35.579094, Lng: -80.587431), Route carried "on" structure: State highway 152, Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,600 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 17,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRANTS 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 1590021, Location: 0.2 MI. N. JCT. SR1230 (Lat: 35.575725, Lng: -80.565292), Route carried "on" structure: US 29, Year Built: 2020, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HL 93, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 29), Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1590021, Location: 0.2 MI. N. JCT. SR1230 (Lat: 35.575725, Lng: -80.565292), Route carried "on" structure: US 29, Year Built: 2020, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HL 93, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 29), Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 159008, Location: 0.5 MI. S. JCT. SR1984 (Lat: 35.803917, Lng: -80.556942), Route carried "on" structure: State highway 801, Year Built: 2008, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 4,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 9,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTH YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 159008, Location: 0.5 MI. S. JCT. SR1984 (Lat: 35.803917, Lng: -80.556942), Route carried "on" structure: State highway 801, Year Built: 2008, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 4,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 9,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTH YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1590087, Location: 0.1 MI. E. JCT. SR1335 (Lat: 35.553614, Lng: -80.570383), Route carried "on" structure: State highway 1232, Year Built: 2018, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HL 93, Features Intersected: I85 & COLD WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, 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: 3, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 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, Underclear: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1590087, Location: 0.1 MI. E. JCT. SR1335 (Lat: 35.553614, Lng: -80.570383), Route carried "on" structure: State highway 1232, Year Built: 2018, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HL 93, Features Intersected: I85 & COLD WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, 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: 3, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 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, Underclear: 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: May 2020, 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: 159009, Location: 0.6 MI. W. JCT. SR2200 (Lat: 35.689461, Lng: -80.493517), Route carried "on" structure: State highway 2094, Year Built: 1960, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRANTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 159009, Location: 0.6 MI. W. JCT. SR2200 (Lat: 35.689461, Lng: -80.493517), Route carried "on" structure: State highway 2094, Year Built: 1960, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRANTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1590091, Location: 0.5 MI.W.JCT.SR1338 (Lat: 35.560778, Lng: -80.566842), Route carried "on" structure: State highway 1337, Year Built: 2017, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HL 93, Features Intersected: I85 & US601
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: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1590091, Location: 0.5 MI.W.JCT.SR1338 (Lat: 35.560778, Lng: -80.566842), Route carried "on" structure: State highway 1337, Year Built: 2017, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HL 93, Features Intersected: I85 & US601
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: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1590102, Location: 0.4 MI. E. JCT. US29 (Lat: 35.587728, Lng: -80.545511), Route carried "on" structure: State highway 1505, Year Built: 1999, Status: Open, Structure Length: 7.55m (24.77ft), Average Daily Traffic: 1,600 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: I85 & US601
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.6m (93.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
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: 55.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1590102, Location: 0.4 MI. E. JCT. US29 (Lat: 35.587728, Lng: -80.545511), Route carried "on" structure: State highway 1505, Year Built: 1999, Status: Open, Structure Length: 7.55m (24.77ft), Average Daily Traffic: 1,600 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: I85 & US601
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.6m (93.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
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: 55.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1590181, Location: 0.4 MI. N. JCT. SR1221 (Lat: 35.524508, Lng: -80.404506), Route carried "on" structure: State highway 2337, Year Built: 1978, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 930 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,860 (year 2040), Features Intersected: KLUNS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1590181, Location: 0.4 MI. N. JCT. SR1221 (Lat: 35.524508, Lng: -80.404506), Route carried "on" structure: State highway 2337, Year Built: 1978, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 930 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,860 (year 2040), Features Intersected: KLUNS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1590189, Location: 0.8 MI. E. JCT. SR2559 (Lat: 35.533933, Lng: -80.470333), Route carried "on" structure: State highway 2564, Year Built: 2015, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2040), Design Load: HL 93, Features Intersected: SECOND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 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, Inspection Date: Febuary 2022
Structure Number: 1590189, Location: 0.8 MI. E. JCT. SR2559 (Lat: 35.533933, Lng: -80.470333), Route carried "on" structure: State highway 2564, Year Built: 2015, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2040), Design Load: HL 93, Features Intersected: SECOND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 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, Inspection Date: Febuary 2022
Find on map >> Show street view
Structure Number: 1590211, Location: 0.3 MI. S. JCT. SR1510 (Lat: 35.588667, Lng: -80.583664), Route carried "on" structure: State highway 1509, Year Built: 1990, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 3,100 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRANTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 1590211, Location: 0.3 MI. S. JCT. SR1510 (Lat: 35.588667, Lng: -80.583664), Route carried "on" structure: State highway 1509, Year Built: 1990, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 3,100 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRANTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 1590212, Location: 100 FT. S. JCT. SR1510 (Lat: 35.593200, Lng: -80.586553), Route carried "on" structure: State highway 1509, Year Built: 1990, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 3,100 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: PRONG OF GRANTS 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 1590212, Location: 100 FT. S. JCT. SR1510 (Lat: 35.593200, Lng: -80.586553), Route carried "on" structure: State highway 1509, Year Built: 1990, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 3,100 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: PRONG OF GRANTS 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 1590261, Location: 1.0 MI. N. JCT. NC152 (Lat: 35.590947, Lng: -80.609586), Route carried "on" structure: State highway 1541, Year Built: 1976, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 720 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,440 (year 2040), Features Intersected: UT TO GRANT'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Inspection Date: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1590261, Location: 1.0 MI. N. JCT. NC152 (Lat: 35.590947, Lng: -80.609586), Route carried "on" structure: State highway 1541, Year Built: 1976, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 720 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,440 (year 2040), Features Intersected: UT TO GRANT'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Inspection Date: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1590263, Location: 0.5 MI. N. JCT. NC152 (Lat: 35.588667, Lng: -80.600472), Route carried "on" structure: State highway 1542, Year Built: 1963, Year Reconstructed: 1983, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,100 (year 2040), Features Intersected: UT TO GRANTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 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, Inspection Date: March 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1590263, Location: 0.5 MI. N. JCT. NC152 (Lat: 35.588667, Lng: -80.600472), Route carried "on" structure: State highway 1542, Year Built: 1963, Year Reconstructed: 1983, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,100 (year 2040), Features Intersected: UT TO GRANTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 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, Inspection Date: March 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1590315, Location: 0.3 MI. E. JCT. SR1477 (Lat: 35.573456, Lng: -80.589875), Route carried "on" structure: State highway 1225, Year Built: 2018, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: H 10, Features Intersected: GRANTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 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: December 2020
Structure Number: 1590315, Location: 0.3 MI. E. JCT. SR1477 (Lat: 35.573456, Lng: -80.589875), Route carried "on" structure: State highway 1225, Year Built: 2018, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: H 10, Features Intersected: GRANTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 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: December 2020
Find on map >> Show street view
Structure Number: 1590414, Location: 150 FT. W. JCT. SR2621 (Lat: 35.587411, Lng: -80.544781), Route carried "on" structure: State highway 1505, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,300 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 1590414, Location: 150 FT. W. JCT. SR2621 (Lat: 35.587411, Lng: -80.544781), Route carried "on" structure: State highway 1505, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,300 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 159046, Location: 0.25 MI. N. JCT. LANE ST. (Lat: 35.503464, Lng: -80.567242), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: LAKE FISHER, Facility Carried by Structure: STADIUM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 159046, Location: 0.25 MI. N. JCT. LANE ST. (Lat: 35.503464, Lng: -80.567242), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: LAKE FISHER, Facility Carried by Structure: STADIUM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1590467, Location: 100FT.E.JCT.I85S ON RAMP (Lat: 35.534956, Lng: -80.574025), Route carried "on" structure: State highway 1221, Year Built: 2019, Status: Open, Structure Length: 17.25m (56.59ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2040), Design Load: HL 93, Features Intersected: I-85 AND COLD WATER CREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 31.4m (103.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1590467, Location: 100FT.E.JCT.I85S ON RAMP (Lat: 35.534956, Lng: -80.574025), Route carried "on" structure: State highway 1221, Year Built: 2019, Status: Open, Structure Length: 17.25m (56.59ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2040), Design Load: HL 93, Features Intersected: I-85 AND COLD WATER CREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 31.4m (103.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 159047, Location: 0.05 M. W, JCT. I-85 (Lat: 35.533422, Lng: -80.566792), Route carried "on" structure: State highway 1221, Year Built: 2017, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HL 93, Features Intersected: COLD WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022
Structure Number: 159047, Location: 0.05 M. W, JCT. I-85 (Lat: 35.533422, Lng: -80.566792), Route carried "on" structure: State highway 1221, Year Built: 2017, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HL 93, Features Intersected: COLD WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022
Find on map >> Show street view
Structure Number: 1590471, Location: 0.2MI.S.JCT.SR1221 (Lat: 35.536700, Lng: -80.574758), Route carried "on" structure: Interstate 85, Year Built: 2019, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 19,125 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 38,250 (year 2040), Design Load: H 10, Features Intersected: COLD WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1590471, Location: 0.2MI.S.JCT.SR1221 (Lat: 35.536700, Lng: -80.574758), Route carried "on" structure: Interstate 85, Year Built: 2019, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 19,125 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 38,250 (year 2040), Design Load: H 10, Features Intersected: COLD WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, 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: 1590087, Location: 0.1 MI. E. JCT. SR1335 (Lat: 35.553614, Lng: -80.570383), Route carried "under" structure: Interstate 85, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 38,250 (year 2018), Truck Traffic: 16%, Features Intersected: SR1232
Minimum Vertical Clearance: 6.84m (22.44ft), Kilometerpoint: 20.269, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
Structure Number: 1590087, Location: 0.1 MI. E. JCT. SR1335 (Lat: 35.553614, Lng: -80.570383), Route carried "under" structure: Interstate 85, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 38,250 (year 2018), Truck Traffic: 16%, Features Intersected: SR1232
Minimum Vertical Clearance: 6.84m (22.44ft), Kilometerpoint: 20.269, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
Find on map >> Show street view
Structure Number: 1590087, Location: 0.1 MI. E. JCT. SR1335 (Lat: 35.553614, Lng: -80.570383), Route carried "under" structure: Interstate 85, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 38,250 (year 2018), Truck Traffic: 16%, Features Intersected: SR1232
Minimum Vertical Clearance: 6.24m (20.47ft), Kilometerpoint: 20.269, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
Structure Number: 1590087, Location: 0.1 MI. E. JCT. SR1335 (Lat: 35.553614, Lng: -80.570383), Route carried "under" structure: Interstate 85, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 38,250 (year 2018), Truck Traffic: 16%, Features Intersected: SR1232
Minimum Vertical Clearance: 6.24m (20.47ft), Kilometerpoint: 20.269, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
Find on map >> Show street view
Structure Number: 1590091, Location: 0.5 MI.W.JCT.SR1338 (Lat: 35.560778, Lng: -80.566842), Route carried "under" structure: Interstate 85, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 37,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1337
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 20.452, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)
Structure Number: 1590091, Location: 0.5 MI.W.JCT.SR1338 (Lat: 35.560778, Lng: -80.566842), Route carried "under" structure: Interstate 85, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 37,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1337
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 20.452, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)
Find on map >> Show street view
Structure Number: 1590091, Location: 0.5 MI.W.JCT.SR1338 (Lat: 35.560778, Lng: -80.566842), Route carried "under" structure: Interstate 85, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 37,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1337
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 20.452, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)
Structure Number: 1590091, Location: 0.5 MI.W.JCT.SR1338 (Lat: 35.560778, Lng: -80.566842), Route carried "under" structure: Interstate 85, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 37,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1337
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 20.452, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)
Find on map >> Show street view
Structure Number: 1590102, Location: 0.4 MI. E. JCT. US29 (Lat: 35.587728, Lng: -80.545511), Route carried "under" structure: Interstate 85, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 41,000 (year 2015), Truck Traffic: 23%, Features Intersected: SR1505
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.6m (93.8ft)
Structure Number: 1590102, Location: 0.4 MI. E. JCT. US29 (Lat: 35.587728, Lng: -80.545511), Route carried "under" structure: Interstate 85, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 41,000 (year 2015), Truck Traffic: 23%, Features Intersected: SR1505
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.6m (93.8ft)
Find on map >> Show street view
Structure Number: 1590102, Location: 0.4 MI. E. JCT. US29 (Lat: 35.587728, Lng: -80.545511), Route carried "under" structure: Interstate 85, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 41,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1505
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.6m (93.8ft)
Structure Number: 1590102, Location: 0.4 MI. E. JCT. US29 (Lat: 35.587728, Lng: -80.545511), Route carried "under" structure: Interstate 85, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 41,000 (year 2015), Truck Traffic: 16%, Features Intersected: SR1505
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.6m (93.8ft)
Find on map >> Show street view
Structure Number: 1590467, Location: 100FT.E.JCT.I85S ON RAMP (Lat: 35.534956, Lng: -80.574025), Route carried "under" structure: Interstate 85, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 38,250 (year 2018), Truck Traffic: 16%, Features Intersected: SR1221
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 19.873, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Structure Number: 1590467, Location: 100FT.E.JCT.I85S ON RAMP (Lat: 35.534956, Lng: -80.574025), Route carried "under" structure: Interstate 85, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 38,250 (year 2018), Truck Traffic: 16%, Features Intersected: SR1221
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 19.873, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Find on map >> Show street view
Structure Number: 1590467, Location: 100FT.E.JCT.I85S ON RAMP (Lat: 35.534956, Lng: -80.574025), Route carried "under" structure: Interstate 85, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 38,250 (year 2018), Truck Traffic: 16%, Features Intersected: SR1221
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 19.873, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Structure Number: 1590467, Location: 100FT.E.JCT.I85S ON RAMP (Lat: 35.534956, Lng: -80.574025), Route carried "under" structure: Interstate 85, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 38,250 (year 2018), Truck Traffic: 16%, Features Intersected: SR1221
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 19.873, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)