Bridge Statistics for Harrisburg, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 338ft / 103mTotal length
- 260,490Total average daily traffic
- 27,979Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Harrisburg
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 21980-1989
- 31990-1999
- 52000-2009
- 172010-2019
- Bridge Condition - Deck
- 38.1%Very good
- 33.3%Good
- 28.6%Satisfactory
- Bridge Condition - Superstructure
- 4.8%Excellent
- 66.7%Very good
- 23.8%Good
- 4.8%Fair
- Bridge Condition - Substructure
- 42.9%Very good
- 47.6%Good
- 4.8%Satisfactory
- 4.8%Fair
- Bridge Condition - Channel
- 5.3%Excellent
- 47.4%Good
- 47.4%Satisfactory
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 250019, Location: 0.9MI.N.JCT.SR1300 (Lat: 35.359450, Lng: -80.675386), Route carried "on" structure: US 29, Year Built: 2016, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 12,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HL 93, Features Intersected: ROCKY RIVER & ACCESS ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 29), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 250019, Location: 0.9MI.N.JCT.SR1300 (Lat: 35.359450, Lng: -80.675386), Route carried "on" structure: US 29, Year Built: 2016, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 12,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HL 93, Features Intersected: ROCKY RIVER & ACCESS ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 29), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 250031, Location: 0.5 MI. S. JCT. SR1307 (Lat: 35.332436, Lng: -80.627972), Route carried "on" structure: State highway 49, Year Built: 2006, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 13,250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 26,500 (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, Base Highway Network: Yes (Inventory Route: 3, Subroute: 49), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 250031, Location: 0.5 MI. S. JCT. SR1307 (Lat: 35.332436, Lng: -80.627972), Route carried "on" structure: State highway 49, Year Built: 2006, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 13,250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 26,500 (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, Base Highway Network: Yes (Inventory Route: 3, Subroute: 49), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 250046, Location: 0.3 MI. N. JCT. SR1158 (Lat: 35.342342, Lng: -80.612103), Route carried "on" structure: State highway 49, Year Built: 2006, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CODDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 49), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 250046, Location: 0.3 MI. N. JCT. SR1158 (Lat: 35.342342, Lng: -80.612103), Route carried "on" structure: State highway 49, Year Built: 2006, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 13,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CODDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 49), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 250163, Location: 0.4 MI. S. JCT. SR1139 (Lat: 35.292511, Lng: -80.624097), Route carried "on" structure: State highway 1138, Year Built: 2013, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 5,900 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HL 93, Features Intersected: REEDY 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 250163, Location: 0.4 MI. S. JCT. SR1139 (Lat: 35.292511, Lng: -80.624097), Route carried "on" structure: State highway 1138, Year Built: 2013, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 5,900 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HL 93, Features Intersected: REEDY 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 250164, Location: 0.4 MI. N. JCT. SR1139 (Lat: 35.302736, Lng: -80.634422), Route carried "on" structure: State highway 1138, Year Built: 2013, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 5,900 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HL 93, Features Intersected: FUDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 250164, Location: 0.4 MI. N. JCT. SR1139 (Lat: 35.302736, Lng: -80.634422), Route carried "on" structure: State highway 1138, Year Built: 2013, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 5,900 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HL 93, Features Intersected: FUDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 250165, Location: 0.3 MI. S. JCT. SR1161 (Lat: 35.310892, Lng: -80.646697), Route carried "on" structure: State highway 1138, Year Built: 2012, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 5,900 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HL 93, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 250165, Location: 0.3 MI. S. JCT. SR1161 (Lat: 35.310892, Lng: -80.646697), Route carried "on" structure: State highway 1138, Year Built: 2012, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 5,900 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HL 93, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 250167, Location: 0.6 MI. S. JCT. NC49 (Lat: 35.309444, Lng: -80.673631), Route carried "on" structure: State highway 1173, Year Built: 1984, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 7,300 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 14,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 250167, Location: 0.6 MI. S. JCT. NC49 (Lat: 35.309444, Lng: -80.673631), Route carried "on" structure: State highway 1173, Year Built: 1984, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 7,300 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 14,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 250169, Location: 0.4 MI. N. JCT. SR1168 (Lat: 35.313664, Lng: -80.652514), Route carried "on" structure: State highway 1166, Year Built: 1994, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 9,600 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 19,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 250169, Location: 0.4 MI. N. JCT. SR1168 (Lat: 35.313664, Lng: -80.652514), Route carried "on" structure: State highway 1166, Year Built: 1994, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 9,600 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 19,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 25017, Location: 0.7 MI. W. JCT. SR1206 (Lat: 35.308189, Lng: -80.622875), Route carried "on" structure: State highway 1161, Year Built: 2016, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 6,100 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 12,200 (year 2040), Features Intersected: BACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25017, Location: 0.7 MI. W. JCT. SR1206 (Lat: 35.308189, Lng: -80.622875), Route carried "on" structure: State highway 1161, Year Built: 2016, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 6,100 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 12,200 (year 2040), Features Intersected: BACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 250171, Location: 0.5 MI. S. JCT. SR1166 (Lat: 35.303233, Lng: -80.655533), Route carried "on" structure: State highway 1168, Year Built: 2018, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 8,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,400 (year 2040), Design Load: HL 93, Features Intersected: FUDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 250171, Location: 0.5 MI. S. JCT. SR1166 (Lat: 35.303233, Lng: -80.655533), Route carried "on" structure: State highway 1168, Year Built: 2018, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 8,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,400 (year 2040), Design Load: HL 93, Features Intersected: FUDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 250172, Location: 0.7 MI. N. JCT. SR1169 (Lat: 35.280342, Lng: -80.645792), Route carried "on" structure: State highway 1168, Year Built: 1985, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: REEDY 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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 250172, Location: 0.7 MI. N. JCT. SR1169 (Lat: 35.280342, Lng: -80.645792), Route carried "on" structure: State highway 1168, Year Built: 1985, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: REEDY 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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 250173, Location: 0.4 MI. E. JCT. SR1168 (Lat: 35.265956, Lng: -80.638747), Route carried "on" structure: State highway 1169, Year Built: 1961, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 600 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 1,200 (year 2040), Features Intersected: MCKEES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 250173, Location: 0.4 MI. E. JCT. SR1168 (Lat: 35.265956, Lng: -80.638747), Route carried "on" structure: State highway 1169, Year Built: 1961, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 600 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 1,200 (year 2040), Features Intersected: MCKEES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 250176, Location: 0.3 MI. S. JCT. SR1139 (Lat: 35.303625, Lng: -80.594567), Route carried "on" structure: State highway 1136, Year Built: 2006, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: REEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 250176, Location: 0.3 MI. S. JCT. SR1139 (Lat: 35.303625, Lng: -80.594567), Route carried "on" structure: State highway 1136, Year Built: 2006, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: REEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 250178, Location: 0.1 MI. N. JCT. SR1160 (Lat: 35.329539, Lng: -80.617961), Route carried "on" structure: State highway 1158, Year Built: 1999, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 2,500 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (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: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 250178, Location: 0.1 MI. N. JCT. SR1160 (Lat: 35.329539, Lng: -80.617961), Route carried "on" structure: State highway 1158, Year Built: 1999, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 2,500 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (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: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 250186, Location: 1.0 MI. N. JCT. NC49 (Lat: 35.333844, Lng: -80.668200), Route carried "on" structure: State highway 1300, Year Built: 2015, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 9,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 19,000 (year 2040), Design Load: HL 93, Features Intersected: MALLARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 250186, Location: 1.0 MI. N. JCT. NC49 (Lat: 35.333844, Lng: -80.668200), Route carried "on" structure: State highway 1300, Year Built: 2015, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 9,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 19,000 (year 2040), Design Load: HL 93, Features Intersected: MALLARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 250187, Location: 0.1 MI. N. JCT. SR1493 (Lat: 35.335008, Lng: -80.644353), Route carried "on" structure: State highway 1304, Year Built: 1997, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 14,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 29,000 (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: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 250187, Location: 0.1 MI. N. JCT. SR1493 (Lat: 35.335008, Lng: -80.644353), Route carried "on" structure: State highway 1304, Year Built: 1997, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 14,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 29,000 (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: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 250357, Location: 0.5 MI. S. JCT. SR1307 (Lat: 35.332633, Lng: -80.628028), Route carried "on" structure: State highway 49, Year Built: 2006, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 13,250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 26,500 (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, Base Highway Network: Yes (Inventory Route: 3, Subroute: 49), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 250357, Location: 0.5 MI. S. JCT. SR1307 (Lat: 35.332633, Lng: -80.628028), Route carried "on" structure: State highway 49, Year Built: 2006, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 13,250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 26,500 (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, Base Highway Network: Yes (Inventory Route: 3, Subroute: 49), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 250358, Location: 0.3 MI. S. JCT. SR1309 (Lat: 35.342494, Lng: -80.612314), Route carried "on" structure: State highway 49, Year Built: 2006, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 13,250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 26,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CODDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 49), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 250358, Location: 0.3 MI. S. JCT. SR1309 (Lat: 35.342494, Lng: -80.612314), Route carried "on" structure: State highway 49, Year Built: 2006, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 13,250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 26,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CODDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 49), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 250397, Location: .3 MI.N.JCT.SR1158 (Lat: 35.333333, Lng: -80.616667), Route carried "on" structure: State highway 1307, Year Built: 2015, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 690 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 1,380 (year 2040), Design Load: H 10, Features Intersected: NC49 , NCRR/NS RR
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: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 250397, Location: .3 MI.N.JCT.SR1158 (Lat: 35.333333, Lng: -80.616667), Route carried "on" structure: State highway 1307, Year Built: 2015, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 690 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 1,380 (year 2040), Design Load: H 10, Features Intersected: NC49 , NCRR/NS RR
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: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 250398, Location: .3 MI. N. JCT. SR 1158 (Lat: 35.317317, Lng: -80.647289), Route carried "on" structure: State highway 1304, Year Built: 2016, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 14,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 29,000 (year 2040), Design Load: HL 93, Features Intersected: NCRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 250398, Location: .3 MI. N. JCT. SR 1158 (Lat: 35.317317, Lng: -80.647289), Route carried "on" structure: State highway 1304, Year Built: 2016, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 14,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 29,000 (year 2040), Design Load: HL 93, Features Intersected: NCRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 250399, Location: 0.45.MI.N.JCT.SR1173 (Lat: 35.310019, Lng: -80.679817), Route carried "on" structure: State highway 9901, Year Built: 2015, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 350 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 700 (year 2040), Design Load: HL 93, Features Intersected: BACK CREEK, Facility Carried by Structure: SR3051
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.5m (96.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 250399, Location: 0.45.MI.N.JCT.SR1173 (Lat: 35.310019, Lng: -80.679817), Route carried "on" structure: State highway 9901, Year Built: 2015, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 350 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 700 (year 2040), Design Load: HL 93, Features Intersected: BACK CREEK, Facility Carried by Structure: SR3051
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.5m (96.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2504, Location: .1 MI.S.JCT.NC49 (Lat: 35.311111, Lng: -80.686111), Route carried "on" structure: State highway 1173, Year Built: 2015, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 7,300 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 14,600 (year 2040), Design Load: HL 93, Features Intersected: NS/NCRR RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.3m (102.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, 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: 2504, Location: .1 MI.S.JCT.NC49 (Lat: 35.311111, Lng: -80.686111), Route carried "on" structure: State highway 1173, Year Built: 2015, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 7,300 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 14,600 (year 2040), Design Load: HL 93, Features Intersected: NS/NCRR RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.3m (102.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, 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
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Structure Number: 1191322, Location: 0.2 MI. NW.OF I85 (Lat: 35.349717, Lng: -80.734867), Route carried "on" structure: Interstate 485, Year Built: 2015, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 24,000 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 48,000 (year 2040), Design Load: HL 93, Features Intersected: I85S RAMP TO I485 INNER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.266, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.5 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1191322, Location: 0.2 MI. NW.OF I85 (Lat: 35.349717, Lng: -80.734867), Route carried "on" structure: Interstate 485, Year Built: 2015, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 24,000 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 48,000 (year 2040), Design Load: HL 93, Features Intersected: I85S RAMP TO I485 INNER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.266, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.5 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 250019, Location: 0.9MI.N.JCT.SR1300 (Lat: 35.359450, Lng: -80.675386), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 100 (year 2017), Truck Traffic: 7%, Features Intersected: US29 SBL, Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 250019, Location: 0.9MI.N.JCT.SR1300 (Lat: 35.359450, Lng: -80.675386), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 100 (year 2017), Truck Traffic: 7%, Features Intersected: US29 SBL, Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 250397, Location: .3 MI.N.JCT.SR1158 (Lat: 35.333333, Lng: -80.616667), Route carried "under" structure: State highway 49, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2012), Truck Traffic: 12%, Features Intersected: SR1307
Minimum Vertical Clearance: 6.22m (20.41ft), 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: 31.3m (102.7ft)
Structure Number: 250397, Location: .3 MI.N.JCT.SR1158 (Lat: 35.333333, Lng: -80.616667), Route carried "under" structure: State highway 49, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2012), Truck Traffic: 12%, Features Intersected: SR1307
Minimum Vertical Clearance: 6.22m (20.41ft), 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: 31.3m (102.7ft)
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Structure Number: 250397, Location: .3 MI.N.JCT.SR1158 (Lat: 35.333333, Lng: -80.616667), Route carried "under" structure: State highway 49, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2012), Truck Traffic: 12%, Features Intersected: SR1307
Minimum Vertical Clearance: 6.60m (21.65ft), 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: 31.3m (102.7ft)
Structure Number: 250397, Location: .3 MI.N.JCT.SR1158 (Lat: 35.333333, Lng: -80.616667), Route carried "under" structure: State highway 49, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2012), Truck Traffic: 12%, Features Intersected: SR1307
Minimum Vertical Clearance: 6.60m (21.65ft), 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: 31.3m (102.7ft)
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Structure Number: 119132, Location: 0.2 MI. NW I85 (Lat: 35.350619, Lng: -80.735611), Route carried "under" structure: Ramp Interstate 485, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 38,000 (year 2018), Truck Traffic: 16%, Features Intersected: I485 INNER LOOP
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft)
Structure Number: 119132, Location: 0.2 MI. NW I85 (Lat: 35.350619, Lng: -80.735611), Route carried "under" structure: Ramp Interstate 485, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 38,000 (year 2018), Truck Traffic: 16%, Features Intersected: I485 INNER LOOP
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 0.000, Lanes on structure: 3, 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: 1191322, Location: 0.2 MI. NW.OF I85 (Lat: 35.349717, Lng: -80.734867), Route carried "under" structure: Interstate 85, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 2,100 (year 2015), Truck Traffic: 6%, Features Intersected: I485 INNER LOOP
Minimum Vertical Clearance: 5.85m (19.19ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 1191322, Location: 0.2 MI. NW.OF I85 (Lat: 35.349717, Lng: -80.734867), Route carried "under" structure: Interstate 85, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 2,100 (year 2015), Truck Traffic: 6%, Features Intersected: I485 INNER LOOP
Minimum Vertical Clearance: 5.85m (19.19ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)