Bridge Statistics for Magnolia, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 108ft / 33.2mTotal length
- 155,860Total average daily traffic
- 30,520Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Magnolia
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 121980-1989
- 31990-1999
- 12010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 50.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 66.7%Good
- 16.7%Satisfactory
- Bridge Condition - Substructure
- 33.3%Very good
- 66.7%Satisfactory
- Bridge Condition - Channel
- 20.0%Good
- 20.0%Satisfactory
- 60.0%Fair
Find on map >> Show street view
Structure Number: 610006, Location: 0.5 MI W JCT SR1909 (Lat: 34.911350, Lng: -78.034850), Route carried "on" structure: State highway 903, Year Built: 1994, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: MAXWELL 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: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021
Structure Number: 610006, Location: 0.5 MI W JCT SR1909 (Lat: 34.911350, Lng: -78.034850), Route carried "on" structure: State highway 903, Year Built: 1994, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: MAXWELL 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: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 610015, Location: 1.5 MI. S. JCT. SR1114 (Lat: 34.909119, Lng: -78.100706), Route carried "on" structure: State highway 1107, Year Built: 1994, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 680 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,360 (year 2040), Design Load: HS 25 or greater, Features Intersected: MILLERS 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: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021
Structure Number: 610015, Location: 1.5 MI. S. JCT. SR1114 (Lat: 34.909119, Lng: -78.100706), Route carried "on" structure: State highway 1107, Year Built: 1994, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 680 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,360 (year 2040), Design Load: HS 25 or greater, Features Intersected: MILLERS 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: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021
Find on map >> Show street view
Structure Number: 610067, Location: 0.4 MI E.JCT SR1911 (Lat: 34.895386, Lng: -78.021097), Route carried "on" structure: State highway 1912, Year Built: 2012, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 480 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 960 (year 2040), Design Load: HL 93, Features Intersected: MAXWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 610067, Location: 0.4 MI E.JCT SR1911 (Lat: 34.895386, Lng: -78.021097), Route carried "on" structure: State highway 1912, Year Built: 2012, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 480 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 960 (year 2040), Design Load: HL 93, Features Intersected: MAXWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 61007, Location: .9 MI.S. OF JCT. SR1922 (Lat: 34.903381, Lng: -77.988897), Route carried "on" structure: State highway 1921, Year Built: 1992, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELDER 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 61007, Location: .9 MI.S. OF JCT. SR1922 (Lat: 34.903381, Lng: -77.988897), Route carried "on" structure: State highway 1921, Year Built: 1992, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELDER 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Find on map >> Show street view
Structure Number: 610406, Location: 0.6 MI E JCT SR1923 (Lat: 34.911600, Lng: -77.991058), Route carried "on" structure: State highway 1922, Year Built: 1956, Status: Posted for load, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Features Intersected: ELDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), 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: 610406, Location: 0.6 MI E JCT SR1923 (Lat: 34.911600, Lng: -77.991058), Route carried "on" structure: State highway 1922, Year Built: 1956, Status: Posted for load, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Features Intersected: ELDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), 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: 610431, Location: 0.2 MI.W.JCT.SR1921 (Lat: 34.892708, Lng: -78.004061), Route carried "on" structure: State highway 1912, Year Built: 1986, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 480 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 960 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 610431, Location: 0.2 MI.W.JCT.SR1921 (Lat: 34.892708, Lng: -78.004061), Route carried "on" structure: State highway 1912, Year Built: 1986, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 480 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 960 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 610432, Location: 0.7 MI.E.SR1909 (Lat: 34.902794, Lng: -78.012283), Route carried "on" structure: State highway 1922, Year Built: 1986, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 610432, Location: 0.7 MI.E.SR1909 (Lat: 34.902794, Lng: -78.012283), Route carried "on" structure: State highway 1922, Year Built: 1986, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 610433, Location: 0.4 MI.N.SR1909 (Lat: 34.917728, Lng: -78.024519), Route carried "on" structure: State highway 903, Year Built: 1987, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 610433, Location: 0.4 MI.N.SR1909 (Lat: 34.917728, Lng: -78.024519), Route carried "on" structure: State highway 903, Year Built: 1987, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 610434, Location: 0.4 MI. S. JCT. SR1909 (Lat: 34.935444, Lng: -78.050408), Route carried "on" structure: State highway 1908, Year Built: 1986, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 610434, Location: 0.4 MI. S. JCT. SR1909 (Lat: 34.935444, Lng: -78.050408), Route carried "on" structure: State highway 1908, Year Built: 1986, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 230025, Location: .22 MI.S.JCT.SR2013 (Lat: 35.719208, Lng: -81.694044), Route carried "under" structure: Interstate 40, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 26,000 (year 2019), Truck Traffic: 16%, Features Intersected: US64
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 31.410, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.0m (55.8ft)
Structure Number: 230025, Location: .22 MI.S.JCT.SR2013 (Lat: 35.719208, Lng: -81.694044), Route carried "under" structure: Interstate 40, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 26,000 (year 2019), Truck Traffic: 16%, Features Intersected: US64
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 31.410, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.0m (55.8ft)
Find on map >> Show street view
Structure Number: 230025, Location: .22 MI.S.JCT.SR2013 (Lat: 35.719208, Lng: -81.694044), Route carried "under" structure: Interstate 40, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 26,000 (year 2019), Truck Traffic: 16%, Features Intersected: US64
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 31.410, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.0m (55.8ft)
Structure Number: 230025, Location: .22 MI.S.JCT.SR2013 (Lat: 35.719208, Lng: -81.694044), Route carried "under" structure: Interstate 40, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 26,000 (year 2019), Truck Traffic: 16%, Features Intersected: US64
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 31.410, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.0m (55.8ft)
Find on map >> Show street view
Structure Number: 610431, Location: 0.2 MI.W.JCT.SR1921 (Lat: 34.892708, Lng: -78.004061), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 23%, Features Intersected: SR1912
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 113.691, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
Structure Number: 610431, Location: 0.2 MI.W.JCT.SR1921 (Lat: 34.892708, Lng: -78.004061), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 23%, Features Intersected: SR1912
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 113.691, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
Find on map >> Show street view
Structure Number: 610431, Location: 0.2 MI.W.JCT.SR1921 (Lat: 34.892708, Lng: -78.004061), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 23%, Features Intersected: SR1912
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 113.691, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
Structure Number: 610431, Location: 0.2 MI.W.JCT.SR1921 (Lat: 34.892708, Lng: -78.004061), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 23%, Features Intersected: SR1912
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 113.691, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
Find on map >> Show street view
Structure Number: 610432, Location: 0.7 MI.E.SR1909 (Lat: 34.902794, Lng: -78.012283), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1922
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 113.386, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 610432, Location: 0.7 MI.E.SR1909 (Lat: 34.902794, Lng: -78.012283), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1922
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 113.386, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Find on map >> Show street view
Structure Number: 610432, Location: 0.7 MI.E.SR1909 (Lat: 34.902794, Lng: -78.012283), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1922
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 113.386, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 610432, Location: 0.7 MI.E.SR1909 (Lat: 34.902794, Lng: -78.012283), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1922
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 113.386, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Find on map >> Show street view
Structure Number: 610433, Location: 0.4 MI.N.SR1909 (Lat: 34.917728, Lng: -78.024519), Route carried "under" structure: Interstate 40, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Truck Traffic: 23%, Features Intersected: NC903
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.5m (60.7ft)
Structure Number: 610433, Location: 0.4 MI.N.SR1909 (Lat: 34.917728, Lng: -78.024519), Route carried "under" structure: Interstate 40, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Truck Traffic: 23%, Features Intersected: NC903
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.5m (60.7ft)
Find on map >> Show street view
Structure Number: 610433, Location: 0.4 MI.N.SR1909 (Lat: 34.917728, Lng: -78.024519), Route carried "under" structure: Interstate 40, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Truck Traffic: 23%, Features Intersected: NC903
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.5m (60.7ft)
Structure Number: 610433, Location: 0.4 MI.N.SR1909 (Lat: 34.917728, Lng: -78.024519), Route carried "under" structure: Interstate 40, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Truck Traffic: 23%, Features Intersected: NC903
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.5m (60.7ft)
Find on map >> Show street view
Structure Number: 610434, Location: 0.4 MI. S. JCT. SR1909 (Lat: 34.935444, Lng: -78.050408), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1908
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 113.082, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 610434, Location: 0.4 MI. S. JCT. SR1909 (Lat: 34.935444, Lng: -78.050408), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1908
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 113.082, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Find on map >> Show street view
Structure Number: 610434, Location: 0.4 MI. S. JCT. SR1909 (Lat: 34.935444, Lng: -78.050408), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1908
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 113.082, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 610434, Location: 0.4 MI. S. JCT. SR1909 (Lat: 34.935444, Lng: -78.050408), Route carried "under" structure: Interstate 40, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Truck Traffic: 23%, Features Intersected: SR1908
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 113.082, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)