Bridge Statistics for Statesville, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 41920-1929
- 21940-1949
- 481950-1959
- 491960-1969
- 121970-1979
- 81980-1989
- 111990-1999
- 32000-2009
- 312010-2019
- 52020-2022
- Reconstructed bridges - Historical Statistics
- 41950-1959
- 11960-1969
- 41970-1979
- 81980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 1.1%Excellent
- 7.4%Very good
- 40.4%Good
- 29.8%Satisfactory
- 19.1%Fair
- 2.1%Poor
- Bridge Condition - Superstructure
- 2.1%Excellent
- 11.7%Very good
- 27.7%Good
- 24.5%Satisfactory
- 28.7%Fair
- 5.3%Poor
- Bridge Condition - Substructure
- 2.1%Excellent
- 12.8%Very good
- 28.7%Good
- 21.3%Satisfactory
- 33.0%Fair
- 2.1%Poor
- Bridge Condition - Channel
- 1.3%Excellent
- 3.9%Very good
- 63.6%Good
- 20.8%Satisfactory
- 10.4%Fair
- Bridge Condition - Culverts
- 7.1%Very good
- 14.3%Good
- 46.4%Satisfactory
- 32.1%Fair
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Structure Number: 970318, Location: 1.0 MI. E. JCT. SR2169 (Lat: 35.848147, Lng: -80.784478), Route carried "on" structure: State highway 2168, Year Built: 2004, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 70 (year 1998), Average Future Daily Traffic: 140 (year 2040), Design Load: HS 20+Mod, Features Intersected: FIFTH 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 970318, Location: 1.0 MI. E. JCT. SR2169 (Lat: 35.848147, Lng: -80.784478), Route carried "on" structure: State highway 2168, Year Built: 2004, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 70 (year 1998), Average Future Daily Traffic: 140 (year 2040), Design Load: HS 20+Mod, Features Intersected: FIFTH 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 970319, Location: 0.3 MI. S. JCT. SR2159 (Lat: 35.853211, Lng: -80.799114), Route carried "on" structure: State highway 2160, Year Built: 1996, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 130 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 20+Mod, Features Intersected: FIFTH 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: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020
Structure Number: 970319, Location: 0.3 MI. S. JCT. SR2159 (Lat: 35.853211, Lng: -80.799114), Route carried "on" structure: State highway 2160, Year Built: 1996, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 130 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 20+Mod, Features Intersected: FIFTH 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: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020
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Structure Number: 970321, Location: 0.8 MI. S. JCT. SR2141 (Lat: 35.857228, Lng: -80.812075), Route carried "on" structure: State highway 2158, Year Built: 1951, Year Reconstructed: 1984, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 360 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 720 (year 2040), Features Intersected: FIFTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 970321, Location: 0.8 MI. S. JCT. SR2141 (Lat: 35.857228, Lng: -80.812075), Route carried "on" structure: State highway 2158, Year Built: 1951, Year Reconstructed: 1984, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 360 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 720 (year 2040), Features Intersected: FIFTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 970322, Location: 0.3 MI. S. JCT. SR2167 (Lat: 35.842786, Lng: -80.771456), Route carried "on" structure: State highway 2155, Year Built: 1962, Status: Closed, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 880 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 1,760 (year 2040), Features Intersected: BEAVER 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 970322, Location: 0.3 MI. S. JCT. SR2167 (Lat: 35.842786, Lng: -80.771456), Route carried "on" structure: State highway 2155, Year Built: 1962, Status: Closed, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 880 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 1,760 (year 2040), Features Intersected: BEAVER 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 970496, Location: 0.7 MI. S. JCT. SR1551 (Lat: 35.822008, Lng: -80.934467), Route carried "on" structure: State highway 1544, Year Built: 1957, Year Reconstructed: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,800 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 3,600 (year 2040), Features Intersected: MORRISON 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: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 970496, Location: 0.7 MI. S. JCT. SR1551 (Lat: 35.822008, Lng: -80.934467), Route carried "on" structure: State highway 1544, Year Built: 1957, Year Reconstructed: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,800 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 3,600 (year 2040), Features Intersected: MORRISON 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: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 970502, Location: 0.1 MI.E.JCT.SHELTON AVE. (Lat: 35.773900, Lng: -80.882911), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 1,100 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: H 15, Features Intersected: NORFOLK SOUTHERN RR., Facility Carried by Structure: MONROE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970502, Location: 0.1 MI.E.JCT.SHELTON AVE. (Lat: 35.773900, Lng: -80.882911), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 1,100 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: H 15, Features Intersected: NORFOLK SOUTHERN RR., Facility Carried by Structure: MONROE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 970503, Location: 0.05 MI. E. JCT. SR1368 (Lat: 35.722722, Lng: -80.985864), Route carried "on" structure: State highway 1333, Year Built: 1956, Status: Posted for load, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,400 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: H 15, Features Intersected: SOUTHERN RAILWAY
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970503, Location: 0.05 MI. E. JCT. SR1368 (Lat: 35.722722, Lng: -80.985864), Route carried "on" structure: State highway 1333, Year Built: 1956, Status: Posted for load, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,400 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: H 15, Features Intersected: SOUTHERN RAILWAY
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 970511, Location: 0.5 MI. S. JCT. SR1551 (Lat: 35.832325, Lng: -80.978131), Route carried "on" structure: State highway 1550, Year Built: 1961, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 120 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Features Intersected: UT TO MORRISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to 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: March 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 970511, Location: 0.5 MI. S. JCT. SR1551 (Lat: 35.832325, Lng: -80.978131), Route carried "on" structure: State highway 1550, Year Built: 1961, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 120 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Features Intersected: UT TO MORRISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to 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: March 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 970513, Location: 0.05 MI. S. JCT. SR1420 (Lat: 35.774683, Lng: -80.890550), Route carried "on" structure: State highway 1421, Year Built: 2011, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 4,900 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 9,800 (year 2025), Design Load: HS 25 or greater, Features Intersected: ALEX. RR, NSRR, WISE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.8 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 970513, Location: 0.05 MI. S. JCT. SR1420 (Lat: 35.774683, Lng: -80.890550), Route carried "on" structure: State highway 1421, Year Built: 2011, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 4,900 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 9,800 (year 2025), Design Load: HS 25 or greater, Features Intersected: ALEX. RR, NSRR, WISE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.8 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, 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: 970515, Location: 200 FT.E.JCT.US21&NC115 (Lat: 35.773183, Lng: -80.883025), Route carried "on" structure: US 70, Year Built: 1977, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 18,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 970515, Location: 200 FT.E.JCT.US21&NC115 (Lat: 35.773183, Lng: -80.883025), Route carried "on" structure: US 70, Year Built: 1977, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 18,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 970522, Location: 0.7 MI. S. JCT. SR1551 (Lat: 35.820356, Lng: -80.923836), Route carried "on" structure: State highway 1645, Year Built: 1925, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 3,800 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: H 15, Features Intersected: MORRISON 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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 970522, Location: 0.7 MI. S. JCT. SR1551 (Lat: 35.820356, Lng: -80.923836), Route carried "on" structure: State highway 1645, Year Built: 1925, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 3,800 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: H 15, Features Intersected: MORRISON 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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 970527, Location: 0.5 MI. N. JCT. SR2155 (Lat: 35.845947, Lng: -80.768147), Route carried "on" structure: State highway 2167, Year Built: 1969, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 520 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,040 (year 2040), Design Load: H 15, Features Intersected: FIFTH 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: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970527, Location: 0.5 MI. N. JCT. SR2155 (Lat: 35.845947, Lng: -80.768147), Route carried "on" structure: State highway 2167, Year Built: 1969, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 520 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,040 (year 2040), Design Load: H 15, Features Intersected: FIFTH 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: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 97053, Location: 0.2 MI. N. JCT. SR1333 (Lat: 35.725519, Lng: -80.984725), Route carried "on" structure: State highway 1368, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 640 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO REEDER 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: 3 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: 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 2020
Structure Number: 97053, Location: 0.2 MI. N. JCT. SR1333 (Lat: 35.725519, Lng: -80.984725), Route carried "on" structure: State highway 1368, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 640 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO REEDER 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: 3 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: 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 2020
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Structure Number: 970532, Location: 0.4 MI. S. JCT. SR2169 (Lat: 35.832761, Lng: -80.787711), Route carried "on" structure: State highway 2166, Year Built: 1945, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20, Features Intersected: BEAVER 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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 970532, Location: 0.4 MI. S. JCT. SR2169 (Lat: 35.832761, Lng: -80.787711), Route carried "on" structure: State highway 2166, Year Built: 1945, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20, Features Intersected: BEAVER 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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 970536, Location: 0.6 MI. E. JCT. SR1004 (Lat: 35.772908, Lng: -80.896575), Route carried "on" structure: US 70, Year Built: 1971, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 28,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 970536, Location: 0.6 MI. E. JCT. SR1004 (Lat: 35.772908, Lng: -80.896575), Route carried "on" structure: US 70, Year Built: 1971, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 28,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 970539, Location: 0.4 MI. N. JCT. SR1382 (Lat: 35.750183, Lng: -80.927744), Route carried "on" structure: State highway 1004, Year Built: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,100 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 6,200 (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 continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022
Structure Number: 970539, Location: 0.4 MI. N. JCT. SR1382 (Lat: 35.750183, Lng: -80.927744), Route carried "on" structure: State highway 1004, Year Built: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,100 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 6,200 (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 continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022
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Structure Number: 97054, Location: 0.5 MI. N. JCT. SR2318 (Lat: 35.772556, Lng: -80.823464), Route carried "on" structure: State highway 2319, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO FOURTH 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: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, 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: Febuary 2022
Structure Number: 97054, Location: 0.5 MI. N. JCT. SR2318 (Lat: 35.772556, Lng: -80.823464), Route carried "on" structure: State highway 2319, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO FOURTH 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: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, 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: Febuary 2022
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Structure Number: 970541, Location: 0.1 MI. S. JCT. SR2321 (Lat: 35.790342, Lng: -80.862550), Route carried "on" structure: Interstate 77, Year Built: 1957, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 64,000 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 128,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO FOURTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.179, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 23 degrees, 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: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.0 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 2022
Structure Number: 970541, Location: 0.1 MI. S. JCT. SR2321 (Lat: 35.790342, Lng: -80.862550), Route carried "on" structure: Interstate 77, Year Built: 1957, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 64,000 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 128,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO FOURTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.179, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 23 degrees, 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: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.0 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 2022
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Structure Number: 970542, Location: 0.1 MI. N. JCT. I77 (Lat: 35.850681, Lng: -80.857261), Route carried "on" structure: US 21, Year Built: 1925, Year Reconstructed: 1968, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 15, Features Intersected: FIFTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 970542, Location: 0.1 MI. N. JCT. I77 (Lat: 35.850681, Lng: -80.857261), Route carried "on" structure: US 21, Year Built: 1925, Year Reconstructed: 1968, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 15, Features Intersected: FIFTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 970554, Location: .1 MI. W. JCT. SR2527 (Lat: 35.752800, Lng: -80.794436), Route carried "on" structure: US 70, Year Built: 2010, Status: Open, Structure Length: 9.41m (30.87ft), Average Daily Traffic: 4,550 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 9,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 970554, Location: .1 MI. W. JCT. SR2527 (Lat: 35.752800, Lng: -80.794436), Route carried "on" structure: US 70, Year Built: 2010, Status: Open, Structure Length: 9.41m (30.87ft), Average Daily Traffic: 4,550 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 9,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 970555, Location: 0.1 MI. W. JCT. SR2527 (Lat: 35.752628, Lng: -80.794419), Route carried "on" structure: US 70, Year Built: 2010, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 4,300 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970555, Location: 0.1 MI. W. JCT. SR2527 (Lat: 35.752628, Lng: -80.794419), Route carried "on" structure: US 70, Year Built: 2010, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 4,300 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 970556, Location: 1.1 MI. E. JCT. SR2359 (Lat: 35.752475, Lng: -80.792269), Route carried "on" structure: US 70, Year Built: 2010, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 5,750 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 11,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2527
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970556, Location: 1.1 MI. E. JCT. SR2359 (Lat: 35.752475, Lng: -80.792269), Route carried "on" structure: US 70, Year Built: 2010, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 5,750 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 11,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2527
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 970557, Location: 1.1 MI. E. JCT. SR2359 (Lat: 35.752306, Lng: -80.792269), Route carried "on" structure: US 70, Year Built: 2010, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 8,600 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 17,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2527
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970557, Location: 1.1 MI. E. JCT. SR2359 (Lat: 35.752306, Lng: -80.792269), Route carried "on" structure: US 70, Year Built: 2010, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 8,600 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 17,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2527
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 970563, Location: .9 MI.W.JCT.I-77 (Lat: 35.807394, Lng: -80.876022), Route carried "on" structure: Interstate 40, Year Built: 2014, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 32,750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 65,500 (year 2040), Design Load: HL 93, Features Intersected: US 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.177, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 57.9m (190.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 63.3m (207.7ft), Out-to-Out Width: 66.8m (219.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970563, Location: .9 MI.W.JCT.I-77 (Lat: 35.807394, Lng: -80.876022), Route carried "on" structure: Interstate 40, Year Built: 2014, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 32,750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 65,500 (year 2040), Design Load: HL 93, Features Intersected: US 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.177, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 57.9m (190.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 63.3m (207.7ft), Out-to-Out Width: 66.8m (219.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 970564, Location: 0.11 MI. W. JCT. US 21 (Lat: 35.807728, Lng: -80.873997), Route carried "on" structure: Interstate 40, Year Built: 2014, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 31,500 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 63,000 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.299, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 12 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-To-Curb Width: 63.8m (209.3ft), Out-to-Out Width: 66.8m (219.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970564, Location: 0.11 MI. W. JCT. US 21 (Lat: 35.807728, Lng: -80.873997), Route carried "on" structure: Interstate 40, Year Built: 2014, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 31,500 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 63,000 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.299, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 12 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-To-Curb Width: 63.8m (209.3ft), Out-to-Out Width: 66.8m (219.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 970565, Location: 0.7MI. W JCT.W. I-77 (Lat: 35.808081, Lng: -80.874358), Route carried "on" structure: Ramp Interstate 40, Year Built: 2018, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 6,550 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 13,100 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970565, Location: 0.7MI. W JCT.W. I-77 (Lat: 35.808081, Lng: -80.874358), Route carried "on" structure: Ramp Interstate 40, Year Built: 2018, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 6,550 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 13,100 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 970566, Location: .0.1MI.E.JCT.US21 (Lat: 35.807050, Lng: -80.874667), Route carried "on" structure: Ramp US 21, Year Built: 2014, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 16,375 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 32,750 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 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-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 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: Better than present minimum 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970566, Location: .0.1MI.E.JCT.US21 (Lat: 35.807050, Lng: -80.874667), Route carried "on" structure: Ramp US 21, Year Built: 2014, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 16,375 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 32,750 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 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-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 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: Better than present minimum 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 970567, Location: 0.1 MI. N. JCT. SR 1965 (Lat: 35.809444, Lng: -80.877778), Route carried "on" structure: City street 1934, Year Built: 2015, Status: Open, Structure Length: 11.27m (36.98ft), Average Daily Traffic: 320 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 740 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK
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: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 970567, Location: 0.1 MI. N. JCT. SR 1965 (Lat: 35.809444, Lng: -80.877778), Route carried "on" structure: City street 1934, Year Built: 2015, Status: Open, Structure Length: 11.27m (36.98ft), Average Daily Traffic: 320 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 740 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK
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: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 970568, Location: 0.15 MI. N. JCT. I-40 (Lat: 35.812072, Lng: -80.860933), Route carried "on" structure: Interstate 77, Year Built: 2014, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 59,000 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 118,000 (year 2040), Design Load: HL 93, Features Intersected: I-40 W. ACCESS RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.544, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 30.1m (98.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.9m (117.8ft), Curb-To-Curb Width: 35.7m (117.1ft), Out-to-Out Width: 37.5m (123.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.5 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 970568, Location: 0.15 MI. N. JCT. I-40 (Lat: 35.812072, Lng: -80.860933), Route carried "on" structure: Interstate 77, Year Built: 2014, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 59,000 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 118,000 (year 2040), Design Load: HL 93, Features Intersected: I-40 W. ACCESS RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.544, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 30.1m (98.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.9m (117.8ft), Curb-To-Curb Width: 35.7m (117.1ft), Out-to-Out Width: 37.5m (123.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.5 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 970569, Location: 0.2 MI. E. JCT. I-77 (Lat: 35.810356, Lng: -80.858231), Route carried "on" structure: Interstate 40, Year Built: 2015, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 24,250 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 48,500 (year 2040), Design Load: HL 93, Features Intersected: I-40W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.330, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 79.8 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 970569, Location: 0.2 MI. E. JCT. I-77 (Lat: 35.810356, Lng: -80.858231), Route carried "on" structure: Interstate 40, Year Built: 2015, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 24,250 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 48,500 (year 2040), Design Load: HL 93, Features Intersected: I-40W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.330, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 79.8 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 97057, Location: 0.2 MI. E. JCT. I77 (Lat: 35.810150, Lng: -80.858133), Route carried "on" structure: Interstate 40, Year Built: 2016, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 24,500 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 49,000 (year 2040), Design Load: HL 93, Features Intersected: I40W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.330, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 79.8 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 97057, Location: 0.2 MI. E. JCT. I77 (Lat: 35.810150, Lng: -80.858133), Route carried "on" structure: Interstate 40, Year Built: 2016, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 24,500 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 49,000 (year 2040), Design Load: HL 93, Features Intersected: I40W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.330, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 79.8 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 970571, Location: .8MI.W.MOCKSVILLE HWY RMP (Lat: 35.810253, Lng: -80.855381), Route carried "on" structure: Ramp Interstate 40, Year Built: 2014, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 12,125 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 24,250 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 970571, Location: .8MI.W.MOCKSVILLE HWY RMP (Lat: 35.810253, Lng: -80.855381), Route carried "on" structure: Ramp Interstate 40, Year Built: 2014, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 12,125 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 24,250 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 970578, Location: 0.5 MI.N. JCT.SR2350 (Lat: 35.736389, Lng: -80.860000), Route carried "on" structure: State highway 2342, Year Built: 2014, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,100 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: DUCK CREEK
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), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 970578, Location: 0.5 MI.N. JCT.SR2350 (Lat: 35.736389, Lng: -80.860000), Route carried "on" structure: State highway 2342, Year Built: 2014, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,100 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: DUCK CREEK
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), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 970598, Location: 0.1 MI. E. JCT. I-77 (Lat: 35.811667, Lng: -80.851833), Route carried "on" structure: Ramp Interstate 40, Year Built: 2021, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,125 (year 2019), Average Future Daily Traffic: 24,250 (year 2040), Design Load: HL 93, Features Intersected: FOURTH 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), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970598, Location: 0.1 MI. E. JCT. I-77 (Lat: 35.811667, Lng: -80.851833), Route carried "on" structure: Ramp Interstate 40, Year Built: 2021, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,125 (year 2019), Average Future Daily Traffic: 24,250 (year 2040), Design Load: HL 93, Features Intersected: FOURTH 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), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 970681, Location: 0.4 MI.S. JCT. I-40 (Lat: 35.804106, Lng: -80.861097), Route carried "on" structure: Interstate 77, Year Built: 2021, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 63,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 126,000 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK, MUSEUM GRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.471, Lanes on structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970681, Location: 0.4 MI.S. JCT. I-40 (Lat: 35.804106, Lng: -80.861097), Route carried "on" structure: Interstate 77, Year Built: 2021, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 63,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 126,000 (year 2040), Design Load: HL 93, Features Intersected: FOURTH CREEK, MUSEUM GRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.471, Lanes on structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 77), Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1590051, Location: 0.3 MI. S. JCT. SR1746 (Lat: 35.719453, Lng: -80.744486), Route carried "on" structure: State highway 1745, Year Built: 1984, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 310 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE CREEK
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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 1590051, Location: 0.3 MI. S. JCT. SR1746 (Lat: 35.719453, Lng: -80.744486), Route carried "on" structure: State highway 1745, Year Built: 1984, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 310 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE CREEK
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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 1590372, Location: 0.5 MI. N. JCT. SR1746 (Lat: 35.728622, Lng: -80.752128), Route carried "on" structure: State highway 1745, Year Built: 1993, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 530 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20+Mod, Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1590372, Location: 0.5 MI. N. JCT. SR1746 (Lat: 35.728622, Lng: -80.752128), Route carried "on" structure: State highway 1745, Year Built: 1993, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 530 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20+Mod, Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 970055, Location: 0.9 MI. E. JCT. US 21 (Lat: 35.802050, Lng: -80.861508), Route carried "under" structure: Interstate 77, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 31,500 (year 2019), Truck Traffic: 16%, Features Intersected: US64
Minimum Vertical Clearance: 5.63m (18.47ft), 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: 40.5m (132.9ft)
Structure Number: 970055, Location: 0.9 MI. E. JCT. US 21 (Lat: 35.802050, Lng: -80.861508), Route carried "under" structure: Interstate 77, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 31,500 (year 2019), Truck Traffic: 16%, Features Intersected: US64
Minimum Vertical Clearance: 5.63m (18.47ft), 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: 40.5m (132.9ft)
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Structure Number: 970055, Location: 0.9 MI. E. JCT. US 21 (Lat: 35.802050, Lng: -80.861508), Route carried "under" structure: Interstate 77, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 31,500 (year 2019), Truck Traffic: 16%, Features Intersected: US64
Minimum Vertical Clearance: 5.42m (17.78ft), Kilometerpoint: 15.423, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 970055, Location: 0.9 MI. E. JCT. US 21 (Lat: 35.802050, Lng: -80.861508), Route carried "under" structure: Interstate 77, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 31,500 (year 2019), Truck Traffic: 16%, Features Intersected: US64
Minimum Vertical Clearance: 5.42m (17.78ft), Kilometerpoint: 15.423, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 970071, Location: 2.7 MI. N. JCT. I40 (Lat: 35.849100, Lng: -80.859003), Route carried "under" structure: Interstate 77, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2013), Truck Traffic: 23%, Features Intersected: US21
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 16.422, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 970071, Location: 2.7 MI. N. JCT. I40 (Lat: 35.849100, Lng: -80.859003), Route carried "under" structure: Interstate 77, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2013), Truck Traffic: 23%, Features Intersected: US21
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 16.422, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 970071, Location: 2.7 MI. N. JCT. I40 (Lat: 35.849100, Lng: -80.859003), Route carried "under" structure: Interstate 77, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2013), Truck Traffic: 23%, Features Intersected: US21
Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 16.422, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 970071, Location: 2.7 MI. N. JCT. I40 (Lat: 35.849100, Lng: -80.859003), Route carried "under" structure: Interstate 77, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2013), Truck Traffic: 23%, Features Intersected: US21
Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 16.422, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 970072, Location: 0.6 MI. W. JCT. SR1005 (Lat: 35.769367, Lng: -81.006544), Route carried "under" structure: State highway 1510, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 560 (year 2016), Truck Traffic: 6%, Features Intersected: I40 EBL
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.8m (38.7ft)
Structure Number: 970072, Location: 0.6 MI. W. JCT. SR1005 (Lat: 35.769367, Lng: -81.006544), Route carried "under" structure: State highway 1510, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 560 (year 2016), Truck Traffic: 6%, Features Intersected: I40 EBL
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.8m (38.7ft)
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Structure Number: 970073, Location: 0.6 MI. W. JCT. SR1005 (Lat: 35.769472, Lng: -81.006686), Route carried "under" structure: State highway 1510, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 560 (year 2016), Truck Traffic: 6%, Features Intersected: I40 WBL
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 43.785, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.8m (38.7ft)
Structure Number: 970073, Location: 0.6 MI. W. JCT. SR1005 (Lat: 35.769472, Lng: -81.006686), Route carried "under" structure: State highway 1510, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 560 (year 2016), Truck Traffic: 6%, Features Intersected: I40 WBL
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 43.785, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.8m (38.7ft)
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Structure Number: 97009, Location: 0.4 MI. N. JCT. SR1510 (Lat: 35.772564, Lng: -80.997525), Route carried "under" structure: Interstate 40, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2013), Truck Traffic: 23%, Features Intersected: SR1005
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 43.952, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 97009, Location: 0.4 MI. N. JCT. SR1510 (Lat: 35.772564, Lng: -80.997525), Route carried "under" structure: Interstate 40, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2013), Truck Traffic: 23%, Features Intersected: SR1005
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 43.952, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 97009, Location: 0.4 MI. N. JCT. SR1510 (Lat: 35.772564, Lng: -80.997525), Route carried "under" structure: Interstate 40, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2013), Truck Traffic: 23%, Features Intersected: SR1005
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 43.952, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 97009, Location: 0.4 MI. N. JCT. SR1510 (Lat: 35.772564, Lng: -80.997525), Route carried "under" structure: Interstate 40, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2013), Truck Traffic: 23%, Features Intersected: SR1005
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 43.952, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 970093, Location: 0.2 MI. S. JCT. SR1511 (Lat: 35.780700, Lng: -80.974597), Route carried "under" structure: Interstate 40, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2013), Truck Traffic: 23%, Features Intersected: SR1753
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 44.379, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 970093, Location: 0.2 MI. S. JCT. SR1511 (Lat: 35.780700, Lng: -80.974597), Route carried "under" structure: Interstate 40, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2013), Truck Traffic: 23%, Features Intersected: SR1753
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 44.379, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
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Structure Number: 970093, Location: 0.2 MI. S. JCT. SR1511 (Lat: 35.780700, Lng: -80.974597), Route carried "under" structure: Interstate 40, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2013), Truck Traffic: 23%, Features Intersected: SR1753
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 44.379, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 970093, Location: 0.2 MI. S. JCT. SR1511 (Lat: 35.780700, Lng: -80.974597), Route carried "under" structure: Interstate 40, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 21,250 (year 2013), Truck Traffic: 23%, Features Intersected: SR1753
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 44.379, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
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Structure Number: 970104, Location: 1.8 MI. W. NC 115 (Lat: 35.793786, Lng: -80.935931), Route carried "under" structure: US 64, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 12%, Features Intersected: I40 EBL
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 970104, Location: 1.8 MI. W. NC 115 (Lat: 35.793786, Lng: -80.935931), Route carried "under" structure: US 64, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 12%, Features Intersected: I40 EBL
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 970104, Location: 1.8 MI. W. NC 115 (Lat: 35.793786, Lng: -80.935931), Route carried "under" structure: US 64, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 12%, Features Intersected: I40 EBL
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 970104, Location: 1.8 MI. W. NC 115 (Lat: 35.793786, Lng: -80.935931), Route carried "under" structure: US 64, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 10,750 (year 2019), Truck Traffic: 12%, Features Intersected: I40 EBL
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)