Bridge Statistics for Davidson, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 49ft / 15.4mTotal length
- 212,950Total average daily traffic
- 28,326Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Davidson
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 62010-2019
- Bridge Condition - Superstructure
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Channel
- 85.7%Good
- 14.3%Satisfactory
- Bridge Condition - Culverts
- 33.3%Satisfactory
- 50.0%Fair
- 16.7%Poor
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Structure Number: 970039, Location: 0.4 MI. E. JCT. SR2905 (Lat: 35.519267, Lng: -80.815764), Route carried "on" structure: State highway 1138, Year Built: 2014, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 3,700 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 7,400 (year 2040), Design Load: HL 93, Features Intersected: WEST BRANCH ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 69.8 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 970039, Location: 0.4 MI. E. JCT. SR2905 (Lat: 35.519267, Lng: -80.815764), Route carried "on" structure: State highway 1138, Year Built: 2014, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 3,700 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 7,400 (year 2040), Design Load: HL 93, Features Intersected: WEST BRANCH ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 69.8 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1190091, Location: 0.7 MI. E. JCT. SR2673 (Lat: 35.504556, Lng: -80.810536), Route carried "on" structure: State highway 2417, Year Built: 1999, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST BRANCH ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: March 2021
Structure Number: 1190091, Location: 0.7 MI. E. JCT. SR2673 (Lat: 35.504556, Lng: -80.810536), Route carried "on" structure: State highway 2417, Year Built: 1999, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST BRANCH ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: March 2021
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Structure Number: 1190092, Location: 0.4 MI. E. JCT. SR2418 (Lat: 35.474992, Lng: -80.779517), Route carried "on" structure: State highway 2420, Year Built: 1984, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER
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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.8 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, Inspection Date: April 2021
Structure Number: 1190092, Location: 0.4 MI. E. JCT. SR2418 (Lat: 35.474992, Lng: -80.779517), Route carried "on" structure: State highway 2420, Year Built: 1984, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER
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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.8 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, Inspection Date: April 2021
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Structure Number: 1190267, Location: 0.5 MI. W. JCT. SR2418 (Lat: 35.472747, Lng: -80.792347), Route carried "on" structure: State highway 2420, Year Built: 1960, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST BRANCH ROCKY RIVER
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: 1190267, Location: 0.5 MI. W. JCT. SR2418 (Lat: 35.472747, Lng: -80.792347), Route carried "on" structure: State highway 2420, Year Built: 1960, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST BRANCH ROCKY RIVER
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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
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Structure Number: 119027, Location: 0.9 MI.S.JCT.NC49 (Lat: 35.104853, Lng: -80.953736), Route carried "on" structure: State highway 1441, Year Built: 1960, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEELE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Poor, 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: 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: October 2021
Structure Number: 119027, Location: 0.9 MI.S.JCT.NC49 (Lat: 35.104853, Lng: -80.953736), Route carried "on" structure: State highway 1441, Year Built: 1960, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEELE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Poor, 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: 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: October 2021
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Structure Number: 1190276, Location: 0.5 MI. W. JCT. SR2429 (Lat: 35.473269, Lng: -80.817142), Route carried "on" structure: State highway 2693, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,400 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 16,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: S.PRONG W.BRANCH ROCKY R
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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: April 2021
Structure Number: 1190276, Location: 0.5 MI. W. JCT. SR2429 (Lat: 35.473269, Lng: -80.817142), Route carried "on" structure: State highway 2693, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,400 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 16,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: S.PRONG W.BRANCH ROCKY R
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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: April 2021
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Structure Number: 119036, Location: 0.2 MI. N. JCT. SR2145 (Lat: 35.445383, Lng: -80.869556), Route carried "on" structure: Interstate 77, Year Built: 1975, Year Reconstructed: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 46,250 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 92,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CALDWELL STATION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.620, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 31.6m (103.7ft), 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: Fair, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 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, Inspection Date: April 2021
Structure Number: 119036, Location: 0.2 MI. N. JCT. SR2145 (Lat: 35.445383, Lng: -80.869556), Route carried "on" structure: Interstate 77, Year Built: 1975, Year Reconstructed: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 46,250 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 92,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CALDWELL STATION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.620, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 31.6m (103.7ft), 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: Fair, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 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, Inspection Date: April 2021
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Structure Number: 1190364, Location: 0.3 MI. W. JCT. SR2151 (Lat: 35.503806, Lng: -80.866239), Route carried "on" structure: State highway 2158, Year Built: 2018, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 22,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 44,000 (year 2040), Design Load: HL 93, Features Intersected: I77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 3, Subroute: 58), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: 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: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1190364, Location: 0.3 MI. W. JCT. SR2151 (Lat: 35.503806, Lng: -80.866239), Route carried "on" structure: State highway 2158, Year Built: 2018, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 22,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 44,000 (year 2040), Design Load: HL 93, Features Intersected: I77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 3, Subroute: 58), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: 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: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1190364, Location: 0.3 MI. W. JCT. SR2151 (Lat: 35.503806, Lng: -80.866239), Route carried "under" structure: Interstate 77, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 16%, Features Intersected: SR2158
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 1190364, Location: 0.3 MI. W. JCT. SR2151 (Lat: 35.503806, Lng: -80.866239), Route carried "under" structure: Interstate 77, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 16%, Features Intersected: SR2158
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 1190364, Location: 0.3 MI. W. JCT. SR2151 (Lat: 35.503806, Lng: -80.866239), Route carried "under" structure: Interstate 77, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 16%, Features Intersected: SR2158
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 1190364, Location: 0.3 MI. W. JCT. SR2151 (Lat: 35.503806, Lng: -80.866239), Route carried "under" structure: Interstate 77, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 16%, Features Intersected: SR2158
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 1190364, Location: 0.3 MI. W. JCT. SR2151 (Lat: 35.503806, Lng: -80.866239), Route carried "under" structure: Interstate 77, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 16%, Features Intersected: SR2158
Minimum Vertical Clearance: 5.94m (19.49ft), 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: 26.5m (86.9ft)
Structure Number: 1190364, Location: 0.3 MI. W. JCT. SR2151 (Lat: 35.503806, Lng: -80.866239), Route carried "under" structure: Interstate 77, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 16%, Features Intersected: SR2158
Minimum Vertical Clearance: 5.94m (19.49ft), 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: 26.5m (86.9ft)
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Structure Number: 1190364, Location: 0.3 MI. W. JCT. SR2151 (Lat: 35.503806, Lng: -80.866239), Route carried "under" structure: Interstate 77, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 16%, Features Intersected: SR2158
Minimum Vertical Clearance: 5.70m (18.70ft), 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: 26.5m (86.9ft)
Structure Number: 1190364, Location: 0.3 MI. W. JCT. SR2151 (Lat: 35.503806, Lng: -80.866239), Route carried "under" structure: Interstate 77, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 16%, Features Intersected: SR2158
Minimum Vertical Clearance: 5.70m (18.70ft), 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: 26.5m (86.9ft)