Bridge Statistics for Lake Park, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 121ft / 36.9mTotal length
- 233,550Total average daily traffic
- 26,623Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lake Park
- No street view available for this location
- Bridge Condition - Superstructure
- 16.7%Excellent
- 83.3%Very good
- Bridge Condition - Substructure
- 66.7%Very good
- 33.3%Good
- Bridge Condition - Channel
- 33.3%Very good
- 66.7%Good
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 1790499, Location: 0.3 MI. W. JCT. SR1751 (Lat: 35.001283, Lng: -80.480372), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HL 93, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1790499, Location: 0.3 MI. W. JCT. SR1751 (Lat: 35.001283, Lng: -80.480372), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HL 93, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1790545, Location: 0.65 MI. E. JCT. SR1520 (Lat: 35.094639, Lng: -80.628444), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 30,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 60,000 (year 2040), Design Load: HL 93, Features Intersected: SR1501
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.608, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790545, Location: 0.65 MI. E. JCT. SR1520 (Lat: 35.094639, Lng: -80.628444), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 30,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 60,000 (year 2040), Design Load: HL 93, Features Intersected: SR1501
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.608, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790546, Location: 0.65 MI. E. JCT. SR1520 (Lat: 35.094389, Lng: -80.628417), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 57,000 (year 2040), Design Load: HL 93, Features Intersected: SR1501
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790546, Location: 0.65 MI. E. JCT. SR1520 (Lat: 35.094389, Lng: -80.628417), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 57,000 (year 2040), Design Load: HL 93, Features Intersected: SR1501
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790547, Location: 0.25 MI. E. JCT. SR1501 (Lat: 35.092528, Lng: -80.624528), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 57,000 (year 2040), Design Load: HL 93, Features Intersected: SR1518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.669, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790547, Location: 0.25 MI. E. JCT. SR1501 (Lat: 35.092528, Lng: -80.624528), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 57,000 (year 2040), Design Load: HL 93, Features Intersected: SR1518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.669, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790548, Location: 0.25 MI. E. JCT. SR1501 (Lat: 35.092417, Lng: -80.624694), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 57,000 (year 2040), Design Load: HL 93, Features Intersected: SR1518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790548, Location: 0.25 MI. E. JCT. SR1501 (Lat: 35.092417, Lng: -80.624694), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 28,500 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 57,000 (year 2040), Design Load: HL 93, Features Intersected: SR1518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790552, Location: .4 MILE N OF SR1501 (Lat: 35.062781, Lng: -80.592783), Route carried "on" structure: State highway 1514, Year Built: 2017, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 5,600 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 11,200 (year 2040), Design Load: HL 93, Features Intersected: FUTURE HWY 74 TOLL RD
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: 10.9m (35.8ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790552, Location: .4 MILE N OF SR1501 (Lat: 35.062781, Lng: -80.592783), Route carried "on" structure: State highway 1514, Year Built: 2017, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 5,600 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 11,200 (year 2040), Design Load: HL 93, Features Intersected: FUTURE HWY 74 TOLL RD
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: 10.9m (35.8ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 179056, Location: 420' N. STANBURY DR. (Lat: 35.056667, Lng: -80.714722), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 950 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO W FRK TWELVEMILE C, Facility Carried by Structure: CAMROSE CROSSING L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: April 2020
Structure Number: 179056, Location: 420' N. STANBURY DR. (Lat: 35.056667, Lng: -80.714722), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 950 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO W FRK TWELVEMILE C, Facility Carried by Structure: CAMROSE CROSSING L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: April 2020
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Structure Number: 1790567, Location: 0.6 MI.W.JCT.SR1367 (Lat: 35.083889, Lng: -80.618056), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 62,000 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 124,000 (year 2040), Design Load: HL 93, Features Intersected: N.FORK CROOKED CRK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.883, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Skew: 12 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: Good, Culverts: Very good, Operating Rating: 62.5 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: 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: October 2020
Structure Number: 1790567, Location: 0.6 MI.W.JCT.SR1367 (Lat: 35.083889, Lng: -80.618056), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 62,000 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 124,000 (year 2040), Design Load: HL 93, Features Intersected: N.FORK CROOKED CRK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.883, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Skew: 12 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: Good, Culverts: Very good, Operating Rating: 62.5 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: 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: October 2020
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Structure Number: 1790545, Location: 0.65 MI. E. JCT. SR1520 (Lat: 35.094639, Lng: -80.628444), Route carried "under" structure: State highway 1501, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2016), Truck Traffic: 7%, Features Intersected: US74 BYP WBL
Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1790545, Location: 0.65 MI. E. JCT. SR1520 (Lat: 35.094639, Lng: -80.628444), Route carried "under" structure: State highway 1501, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2016), Truck Traffic: 7%, Features Intersected: US74 BYP WBL
Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1790546, Location: 0.65 MI. E. JCT. SR1520 (Lat: 35.094389, Lng: -80.628417), Route carried "under" structure: State highway 1501, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2018), Truck Traffic: 7%, Features Intersected: US74 BYP EBL
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1790546, Location: 0.65 MI. E. JCT. SR1520 (Lat: 35.094389, Lng: -80.628417), Route carried "under" structure: State highway 1501, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2018), Truck Traffic: 7%, Features Intersected: US74 BYP EBL
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1790547, Location: 0.25 MI. E. JCT. SR1501 (Lat: 35.092528, Lng: -80.624528), Route carried "under" structure: State highway 1518, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 7%, Features Intersected: US74 BYP. WBL
Minimum Vertical Clearance: 6.33m (20.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 1790547, Location: 0.25 MI. E. JCT. SR1501 (Lat: 35.092528, Lng: -80.624528), Route carried "under" structure: State highway 1518, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 7%, Features Intersected: US74 BYP. WBL
Minimum Vertical Clearance: 6.33m (20.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 1790548, Location: 0.25 MI. E. JCT. SR1501 (Lat: 35.092417, Lng: -80.624694), Route carried "under" structure: State highway 1518, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 7%, Features Intersected: US74 BYP. EBL
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft)
Structure Number: 1790548, Location: 0.25 MI. E. JCT. SR1501 (Lat: 35.092417, Lng: -80.624694), Route carried "under" structure: State highway 1518, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 7%, Features Intersected: US74 BYP. EBL
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft)
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Structure Number: 1790552, Location: .4 MILE N OF SR1501 (Lat: 35.062781, Lng: -80.592783), Route carried "under" structure: US 74, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1514
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 1790552, Location: .4 MILE N OF SR1501 (Lat: 35.062781, Lng: -80.592783), Route carried "under" structure: US 74, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1514
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Find on map >> Show street view
Structure Number: 1790552, Location: .4 MILE N OF SR1501 (Lat: 35.062781, Lng: -80.592783), Route carried "under" structure: US 74, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1514
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 1790552, Location: .4 MILE N OF SR1501 (Lat: 35.062781, Lng: -80.592783), Route carried "under" structure: US 74, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1514
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)