Bridge Statistics for Pinnacle, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 272ft / 82.7mTotal length
- 145,710Total average daily traffic
- 19,007Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pinnacle
- No street view available for this location
- New bridges - historical statistics
- 131960-1969
- 21970-1979
- 51980-1989
- 31990-1999
- 32000-2009
- 32010-2019
- Bridge Condition - Deck
- 13.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 20.0%Good
- 33.3%Satisfactory
- 26.7%Fair
- Bridge Condition - Substructure
- 20.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Channel
- 5.6%Very good
- 55.6%Good
- 16.7%Satisfactory
- 16.7%Fair
- 5.6%Poor
- Bridge Condition - Culverts
- 12.5%Good
- 62.5%Satisfactory
- 12.5%Fair
- 12.5%Serious
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Structure Number: 1690013, Location: 125 FT. E. JCT. SR1163 (Lat: 36.332275, Lng: -80.396042), Route carried "on" structure: State highway 1136, Year Built: 2013, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HL 93, Features Intersected: E.PRONG LITTLE YADKIN R.
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft)
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: March 2021
Structure Number: 1690013, Location: 125 FT. E. JCT. SR1163 (Lat: 36.332275, Lng: -80.396042), Route carried "on" structure: State highway 1136, Year Built: 2013, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HL 93, Features Intersected: E.PRONG LITTLE YADKIN R.
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft)
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: March 2021
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Structure Number: 1690018, Location: 0.3 MI. N. JCT. SR1136 (Lat: 36.360947, Lng: -80.406025), Route carried "on" structure: State highway 1175, Year Built: 1997, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 280 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20+Mod, Features Intersected: W. PRONG LITTLE YADKIN R
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1690018, Location: 0.3 MI. N. JCT. SR1136 (Lat: 36.360947, Lng: -80.406025), Route carried "on" structure: State highway 1175, Year Built: 1997, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 280 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20+Mod, Features Intersected: W. PRONG LITTLE YADKIN R
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 1690019, Location: 150 FT. W. JCT. SR1173 (Lat: 36.354028, Lng: -80.403847), Route carried "on" structure: State highway 1136, Year Built: 2004, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 970 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 1,940 (year 2040), Design Load: HS 20+Mod, Features Intersected: W. PRONG LITTLE YADKIN R
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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1690019, Location: 150 FT. W. JCT. SR1173 (Lat: 36.354028, Lng: -80.403847), Route carried "on" structure: State highway 1136, Year Built: 2004, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 970 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 1,940 (year 2040), Design Load: HS 20+Mod, Features Intersected: W. PRONG LITTLE YADKIN R
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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 169002, Location: 0.5 MI. W. JCT. SR1136 (Lat: 36.328031, Lng: -80.399275), Route carried "on" structure: State highway 1160, Year Built: 1985, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 340 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 680 (year 2040), Design Load: HS 20+Mod, Features Intersected: E. PRONG LITTLE YADKIN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 169002, Location: 0.5 MI. W. JCT. SR1136 (Lat: 36.328031, Lng: -80.399275), Route carried "on" structure: State highway 1160, Year Built: 1985, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 340 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 680 (year 2040), Design Load: HS 20+Mod, Features Intersected: E. PRONG LITTLE YADKIN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1690026, Location: 0.2 MI. N. JCT. SR1157 (Lat: 36.371600, Lng: -80.418442), Route carried "on" structure: State highway 2109, Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: W. PRONG LITTLE YADLIN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1690026, Location: 0.2 MI. N. JCT. SR1157 (Lat: 36.371600, Lng: -80.418442), Route carried "on" structure: State highway 2109, Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: W. PRONG LITTLE YADLIN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 1690027, Location: 0.3 MI. W. JCT. SR1157 (Lat: 36.364536, Lng: -80.423583), Route carried "on" structure: State highway 1154, Year Built: 1989, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,200 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT.W.PRNG LITTLE YADKIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: 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: 1690027, Location: 0.3 MI. W. JCT. SR1157 (Lat: 36.364536, Lng: -80.423583), Route carried "on" structure: State highway 1154, Year Built: 1989, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,200 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT.W.PRNG LITTLE YADKIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: 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: 1690029, Location: 2.0 MI. N. JCT. SR1102 (Lat: 36.302125, Lng: -80.415642), Route carried "on" structure: US 52, Year Built: 2016, Status: Open, Structure Length: 8.22m (26.97ft), Average Daily Traffic: 15,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: HL 93, Features Intersected: LITTLE YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.771, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal 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: 1690029, Location: 2.0 MI. N. JCT. SR1102 (Lat: 36.302125, Lng: -80.415642), Route carried "on" structure: US 52, Year Built: 2016, Status: Open, Structure Length: 8.22m (26.97ft), Average Daily Traffic: 15,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: HL 93, Features Intersected: LITTLE YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.771, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal 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: 1690052, Location: 0.1 MI. E. JCT. SR1144 (Lat: 36.317136, Lng: -80.438256), Route carried "on" structure: State highway 1147, Year Built: 1960, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 5,300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 10,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: US52
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: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1690052, Location: 0.1 MI. E. JCT. SR1144 (Lat: 36.317136, Lng: -80.438256), Route carried "on" structure: State highway 1147, Year Built: 1960, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 5,300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 10,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: US52
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: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1690138, Location: 1.0 MI. E. JCT. SR1157 (Lat: 36.330492, Lng: -80.409331), Route carried "on" structure: State highway 1160, Year Built: 1985, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 340 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 680 (year 2040), Design Load: HS 20+Mod, Features Intersected: W. PRONG LITTLE YADKIN 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1690138, Location: 1.0 MI. E. JCT. SR1157 (Lat: 36.330492, Lng: -80.409331), Route carried "on" structure: State highway 1160, Year Built: 1985, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 340 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 680 (year 2040), Design Load: HS 20+Mod, Features Intersected: W. PRONG LITTLE YADKIN 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1690207, Location: 0.7 MI. N. JCT. SR1102 (Lat: 36.290550, Lng: -80.438806), Route carried "on" structure: State highway 1144, Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 290 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE FISHER RIVER
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 1690207, Location: 0.7 MI. N. JCT. SR1102 (Lat: 36.290550, Lng: -80.438806), Route carried "on" structure: State highway 1144, Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 290 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE FISHER RIVER
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 1690242, Location: 150 FT. W. JCT. SR1236 (Lat: 36.312450, Lng: -80.401456), Route carried "on" structure: State highway 1127, Year Built: 2008, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 610 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,220 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 76.2 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1690242, Location: 150 FT. W. JCT. SR1236 (Lat: 36.312450, Lng: -80.401456), Route carried "on" structure: State highway 1127, Year Built: 2008, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 610 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,220 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 76.2 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1690289, Location: 0.6 MI. N. JCT. SR1160 (Lat: 36.340278, Lng: -80.419169), Route carried "on" structure: State highway 1157, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 950 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: W.PRONG LITTLE YADKIN R.
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: Febuary 2021
Structure Number: 1690289, Location: 0.6 MI. N. JCT. SR1160 (Lat: 36.340278, Lng: -80.419169), Route carried "on" structure: State highway 1157, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 950 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: W.PRONG LITTLE YADKIN R.
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: Febuary 2021
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Structure Number: 1710008, Location: .6 MI.S.JCT.SR2063 (Lat: 36.328531, Lng: -80.451247), Route carried "on" structure: US 52, Year Built: 1960, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 13,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 27,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2061
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.593, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal 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: 1710008, Location: .6 MI.S.JCT.SR2063 (Lat: 36.328531, Lng: -80.451247), Route carried "on" structure: US 52, Year Built: 1960, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 13,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 27,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2061
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.593, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal 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: 1710016, Location: .6 MI.S.JCT.SR2063 (Lat: 36.328556, Lng: -80.451469), Route carried "on" structure: US 52, Year Built: 1960, Year Reconstructed: 1998, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 13,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 27,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2061
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.593, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1710016, Location: .6 MI.S.JCT.SR2063 (Lat: 36.328556, Lng: -80.451469), Route carried "on" structure: US 52, Year Built: 1960, Year Reconstructed: 1998, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 13,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 27,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2061
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.593, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1710044, Location: .4 MI.N.JCT.SR2061 (Lat: 36.336336, Lng: -80.455542), Route carried "on" structure: US 52, Year Built: 1962, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 27,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 54,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.776, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Poor, Culverts: Serious, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: September 2017
Structure Number: 1710044, Location: .4 MI.N.JCT.SR2061 (Lat: 36.336336, Lng: -80.455542), Route carried "on" structure: US 52, Year Built: 1962, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 27,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 54,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.776, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Poor, Culverts: Serious, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: September 2017
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Structure Number: 1710048, Location: 1.3 MI.N.JCT.SR2061 (Lat: 36.341694, Lng: -80.459158), Route carried "on" structure: US 52, Year Built: 1960, Year Reconstructed: 1998, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 13,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 27,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2053
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.898, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 1710048, Location: 1.3 MI.N.JCT.SR2061 (Lat: 36.341694, Lng: -80.459158), Route carried "on" structure: US 52, Year Built: 1960, Year Reconstructed: 1998, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 13,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 27,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2053
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.898, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 1710055, Location: 1.3 MI.N.JCT.SR2061 (Lat: 36.341711, Lng: -80.459411), Route carried "on" structure: US 52, Year Built: 1960, Year Reconstructed: 1998, Status: Open, Structure Length: 6.73m (22.08ft), Average Daily Traffic: 13,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 27,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2053
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.898, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1710055, Location: 1.3 MI.N.JCT.SR2061 (Lat: 36.341711, Lng: -80.459411), Route carried "on" structure: US 52, Year Built: 1960, Year Reconstructed: 1998, Status: Open, Structure Length: 6.73m (22.08ft), Average Daily Traffic: 13,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 27,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2053
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.898, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 171014, Location: .5 MI.E.JCT.SR2063 (Lat: 36.328628, Lng: -80.454247), Route carried "on" structure: State highway 2061, Year Built: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 560 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,120 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRASSY 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.8 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2019
Structure Number: 171014, Location: .5 MI.E.JCT.SR2063 (Lat: 36.328628, Lng: -80.454247), Route carried "on" structure: State highway 2061, Year Built: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 560 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,120 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRASSY 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.8 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2019
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Structure Number: 1710141, Location: .6 MI.W.JCT.SR2048 (Lat: 36.311606, Lng: -80.461031), Route carried "on" structure: State highway 2064, Year Built: 1976, Status: Posted for load, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 810 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 1,620 (year 2040), Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1710141, Location: .6 MI.W.JCT.SR2048 (Lat: 36.311606, Lng: -80.461031), Route carried "on" structure: State highway 2064, Year Built: 1976, Status: Posted for load, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 810 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 1,620 (year 2040), Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1710142, Location: 1.3 MI.W.JCT.SR2048 (Lat: 36.283372, Lng: -80.472819), Route carried "on" structure: State highway 2067, Year Built: 1963, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 230 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 460 (year 2040), Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1710142, Location: 1.3 MI.W.JCT.SR2048 (Lat: 36.283372, Lng: -80.472819), Route carried "on" structure: State highway 2067, Year Built: 1963, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 230 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 460 (year 2040), Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1710143, Location: .1 MI.S.JCT.SR2067 (Lat: 36.299117, Lng: -80.477094), Route carried "on" structure: State highway 2048, Year Built: 2017, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HL 93, Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1710143, Location: .1 MI.S.JCT.SR2067 (Lat: 36.299117, Lng: -80.477094), Route carried "on" structure: State highway 2048, Year Built: 2017, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HL 93, Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1710144, Location: 0.9 MI.W.JCT.SR2073 (Lat: 36.274589, Lng: -80.468117), Route carried "on" structure: State highway 2072, Year Built: 1994, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 270 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 540 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRASSY 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 1710144, Location: 0.9 MI.W.JCT.SR2073 (Lat: 36.274589, Lng: -80.468117), Route carried "on" structure: State highway 2072, Year Built: 1994, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 270 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 540 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRASSY 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 1710325, Location: .3 MI.W.JCT.SR2092 (Lat: 36.314708, Lng: -80.486367), Route carried "on" structure: State highway 2061, Year Built: 2006, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: UT TO GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), 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: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1710325, Location: .3 MI.W.JCT.SR2092 (Lat: 36.314708, Lng: -80.486367), Route carried "on" structure: State highway 2061, Year Built: 2006, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: UT TO GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), 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: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1690052, Location: 0.1 MI. E. JCT. SR1144 (Lat: 36.317136, Lng: -80.438256), Route carried "under" structure: US 52, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 14%, Features Intersected: SR1147
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 39.258, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.4m (53.8ft)
Structure Number: 1690052, Location: 0.1 MI. E. JCT. SR1144 (Lat: 36.317136, Lng: -80.438256), Route carried "under" structure: US 52, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 14%, Features Intersected: SR1147
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 39.258, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.4m (53.8ft)
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Structure Number: 1690052, Location: 0.1 MI. E. JCT. SR1144 (Lat: 36.317136, Lng: -80.438256), Route carried "under" structure: US 52, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 14%, Features Intersected: SR1147
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 39.258, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.4m (53.8ft)
Structure Number: 1690052, Location: 0.1 MI. E. JCT. SR1144 (Lat: 36.317136, Lng: -80.438256), Route carried "under" structure: US 52, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2018), Truck Traffic: 14%, Features Intersected: SR1147
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 39.258, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.4m (53.8ft)
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Structure Number: 1710008, Location: .6 MI.S.JCT.SR2063 (Lat: 36.328531, Lng: -80.451247), Route carried "under" structure: State highway 2061, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 530 (year 2015), Truck Traffic: 6%, Features Intersected: US52 NBL
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 1710008, Location: .6 MI.S.JCT.SR2063 (Lat: 36.328531, Lng: -80.451247), Route carried "under" structure: State highway 2061, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 530 (year 2015), Truck Traffic: 6%, Features Intersected: US52 NBL
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 1710016, Location: .6 MI.S.JCT.SR2063 (Lat: 36.328556, Lng: -80.451469), Route carried "under" structure: State highway 2061, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 530 (year 2015), Truck Traffic: 6%, Features Intersected: US52 SBL
Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 1710016, Location: .6 MI.S.JCT.SR2063 (Lat: 36.328556, Lng: -80.451469), Route carried "under" structure: State highway 2061, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 530 (year 2015), Truck Traffic: 6%, Features Intersected: US52 SBL
Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 1710048, Location: 1.3 MI.N.JCT.SR2061 (Lat: 36.341694, Lng: -80.459158), Route carried "under" structure: State highway 2053, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 250 (year 2015), Truck Traffic: 6%, Features Intersected: US52NBL
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
Structure Number: 1710048, Location: 1.3 MI.N.JCT.SR2061 (Lat: 36.341694, Lng: -80.459158), Route carried "under" structure: State highway 2053, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 250 (year 2015), Truck Traffic: 6%, Features Intersected: US52NBL
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
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Structure Number: 1710055, Location: 1.3 MI.N.JCT.SR2061 (Lat: 36.341711, Lng: -80.459411), Route carried "under" structure: State highway 2053, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 250 (year 2015), Truck Traffic: 6%, Features Intersected: US52 SBL
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
Structure Number: 1710055, Location: 1.3 MI.N.JCT.SR2061 (Lat: 36.341711, Lng: -80.459411), Route carried "under" structure: State highway 2053, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 250 (year 2015), Truck Traffic: 6%, Features Intersected: US52 SBL
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)