Bridge Statistics for Cherryville, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 197ft / 59.6mTotal length
- 45,590Total average daily traffic
- 3,524Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cherryville
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 51950-1959
- 81960-1969
- 11970-1979
- 21980-1989
- 51990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 6.7%Very good
- 53.3%Good
- 33.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 6.7%Very good
- 26.7%Good
- 40.0%Satisfactory
- 20.0%Fair
- 6.7%Poor
- Bridge Condition - Substructure
- 6.7%Very good
- 26.7%Good
- 33.3%Satisfactory
- 20.0%Fair
- 13.3%Poor
- Bridge Condition - Channel
- 4.5%Very good
- 72.7%Good
- 13.6%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 22.2%Satisfactory
- 11.1%Fair
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Structure Number: 450086, Location: 0.1 MI. S. JCT. SR1652 (Lat: 35.368839, Lng: -81.413981), Route carried "on" structure: State highway 150, Year Built: 1930, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 7,200 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 14,400 (year 2040), Design Load: HS 15, Features Intersected: MUDDY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 50), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 450086, Location: 0.1 MI. S. JCT. SR1652 (Lat: 35.368839, Lng: -81.413981), Route carried "on" structure: State highway 150, Year Built: 1930, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 7,200 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 14,400 (year 2040), Design Load: HS 15, Features Intersected: MUDDY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 50), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 45031, Location: 0.6 MI. N. JCT. SR2002 (Lat: 35.344186, Lng: -81.382794), Route carried "on" structure: State highway 2005, Year Built: 1995, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: UT TO MUDDY FORK 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45031, Location: 0.6 MI. N. JCT. SR2002 (Lat: 35.344186, Lng: -81.382794), Route carried "on" structure: State highway 2005, Year Built: 1995, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: UT TO MUDDY FORK 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 710036, Location: 0.8 MI. E. JCT. SR1436 (Lat: 35.368111, Lng: -81.324339), Route carried "on" structure: State highway 279, Year Built: 1958, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 6,950 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 13,900 (year 2040), Design Load: HS 15, Features Intersected: SR1438
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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 710036, Location: 0.8 MI. E. JCT. SR1436 (Lat: 35.368111, Lng: -81.324339), Route carried "on" structure: State highway 279, Year Built: 1958, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 6,950 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 13,900 (year 2040), Design Load: HS 15, Features Intersected: SR1438
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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 710055, Location: 0.4 MI. E. JCT. SR1626 (Lat: 35.377944, Lng: -81.338997), Route carried "on" structure: State highway 279, Year Built: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,300 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 12,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, 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: June 2020
Structure Number: 710055, Location: 0.4 MI. E. JCT. SR1626 (Lat: 35.377944, Lng: -81.338997), Route carried "on" structure: State highway 279, Year Built: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,300 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 12,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, 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: June 2020
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Structure Number: 710097, Location: 0.1 MI. N. JCT. SR1505 (Lat: 35.347147, Lng: -81.383061), Route carried "on" structure: State highway 1421, Year Built: 1966, Status: Posted for load, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: UT TO MUDDY FORK 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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), 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: 710097, Location: 0.1 MI. N. JCT. SR1505 (Lat: 35.347147, Lng: -81.383061), Route carried "on" structure: State highway 1421, Year Built: 1966, Status: Posted for load, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: UT TO MUDDY FORK 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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), 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: 710104, Location: 0.3 MI. E. JCT. SR1641 (Lat: 35.407314, Lng: -81.382000), Route carried "on" structure: State highway 1638, Year Built: 1953, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,200 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Features Intersected: LICK FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710104, Location: 0.3 MI. E. JCT. SR1641 (Lat: 35.407314, Lng: -81.382000), Route carried "on" structure: State highway 1638, Year Built: 1953, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,200 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Features Intersected: LICK FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 710105, Location: 0.7 MI. N. JCT. SR1642 (Lat: 35.414706, Lng: -81.370933), Route carried "on" structure: State highway 1637, Year Built: 1992, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 1,100 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: LICK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 710105, Location: 0.7 MI. N. JCT. SR1642 (Lat: 35.414706, Lng: -81.370933), Route carried "on" structure: State highway 1637, Year Built: 1992, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 1,100 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: LICK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 710108, Location: 0.6 MI.N.JCT.SR1636 (Lat: 35.413214, Lng: -81.344814), Route carried "on" structure: State highway 1002, Year Built: 1965, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 4,900 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 9,800 (year 2040), Design Load: HS 15, Features Intersected: INDIAN 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: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.0 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 710108, Location: 0.6 MI.N.JCT.SR1636 (Lat: 35.413214, Lng: -81.344814), Route carried "on" structure: State highway 1002, Year Built: 1965, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 4,900 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 9,800 (year 2040), Design Load: HS 15, Features Intersected: INDIAN 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: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.0 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 710113, Location: 0.5 MI. S. JCT. SR1622 (Lat: 35.388908, Lng: -81.298450), Route carried "on" structure: State highway 1624, Year Built: 1998, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 240 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710113, Location: 0.5 MI. S. JCT. SR1622 (Lat: 35.388908, Lng: -81.298450), Route carried "on" structure: State highway 1624, Year Built: 1998, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 240 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 710114, Location: 0.6 MI. N. JCT. SR1627 (Lat: 35.392314, Lng: -81.313356), Route carried "on" structure: State highway 1438, Year Built: 1967, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 15, Features Intersected: BEAVERDAM 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: 10.3m (33.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710114, Location: 0.6 MI. N. JCT. SR1627 (Lat: 35.392314, Lng: -81.313356), Route carried "on" structure: State highway 1438, Year Built: 1967, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 15, Features Intersected: BEAVERDAM 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: 10.3m (33.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 710115, Location: 0.2 MI. W. JCT. SR1673 (Lat: 35.381728, Lng: -81.327433), Route carried "on" structure: State highway 1626, Year Built: 1997, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 450 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 900 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, 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: 710115, Location: 0.2 MI. W. JCT. SR1673 (Lat: 35.381728, Lng: -81.327433), Route carried "on" structure: State highway 1626, Year Built: 1997, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 450 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 900 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, 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: 710164, Location: .04MI.S.JCT.FIRST ST. (Lat: 35.379117, Lng: -81.381022), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 2,500 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: MULBERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710164, Location: .04MI.S.JCT.FIRST ST. (Lat: 35.379117, Lng: -81.381022), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 2,500 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: MULBERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 710261, Location: 0.3 MI. N. JCT. SR1416 (Lat: 35.376561, Lng: -81.342600), Route carried "on" structure: State highway 1436, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 130 (year 1979), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 710261, Location: 0.3 MI. N. JCT. SR1416 (Lat: 35.376561, Lng: -81.342600), Route carried "on" structure: State highway 1436, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 130 (year 1979), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 710354, Location: 0.4 MI. S. JCT. SR1423 (Lat: 35.348225, Lng: -81.388317), Route carried "on" structure: State highway 1422, Year Built: 1963, Status: Posted for load, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 100 (year 1978), Average Future Daily Traffic: 200 (year 2040), Features Intersected: UT TO MUDDY FORK 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710354, Location: 0.4 MI. S. JCT. SR1423 (Lat: 35.348225, Lng: -81.388317), Route carried "on" structure: State highway 1422, Year Built: 1963, Status: Posted for load, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 100 (year 1978), Average Future Daily Traffic: 200 (year 2040), Features Intersected: UT TO MUDDY FORK 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1090007, Location: 0.7 MI. E. JCT. SR1167 (Lat: 35.441658, Lng: -81.378656), Route carried "on" structure: State highway 182, Year Built: 1951, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 860 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,720 (year 2040), Design Load: H 15, Features Intersected: INDIAN 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.2m (36.7ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present 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
Structure Number: 1090007, Location: 0.7 MI. E. JCT. SR1167 (Lat: 35.441658, Lng: -81.378656), Route carried "on" structure: State highway 182, Year Built: 1951, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 860 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,720 (year 2040), Design Load: H 15, Features Intersected: INDIAN 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.2m (36.7ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present 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
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Structure Number: 1090029, Location: 0.3 MI.E.JCT SR1179 (Lat: 35.457192, Lng: -81.336328), Route carried "on" structure: State highway 182, Year Built: 2012, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: LEONARD FORK 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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1090029, Location: 0.3 MI.E.JCT SR1179 (Lat: 35.457192, Lng: -81.336328), Route carried "on" structure: State highway 182, Year Built: 2012, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: LEONARD FORK 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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 109007, Location: 0.2 MI. S. JCT. SR1167 (Lat: 35.424769, Lng: -81.382939), Route carried "on" structure: State highway 1168, Year Built: 2017, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 109007, Location: 0.2 MI. S. JCT. SR1167 (Lat: 35.424769, Lng: -81.382939), Route carried "on" structure: State highway 1168, Year Built: 2017, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1090071, Location: 0.6 MI. N. JCT. SR1167 (Lat: 35.427136, Lng: -81.371658), Route carried "on" structure: State highway 1168, Year Built: 1961, Status: Posted for load, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 280 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 560 (year 2040), Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1090071, Location: 0.6 MI. N. JCT. SR1167 (Lat: 35.427136, Lng: -81.371658), Route carried "on" structure: State highway 1168, Year Built: 1961, Status: Posted for load, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 280 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 560 (year 2040), Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1090073, Location: 0.4 MI. E. JCT. SR1180 (Lat: 35.425047, Lng: -81.328244), Route carried "on" structure: State highway 1169, Year Built: 1966, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1090073, Location: 0.4 MI. E. JCT. SR1180 (Lat: 35.425047, Lng: -81.328244), Route carried "on" structure: State highway 1169, Year Built: 1966, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1090074, Location: 0.7 MI.N.JCT.SR1169 (Lat: 35.433908, Lng: -81.329403), Route carried "on" structure: State highway 1180, Year Built: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 380 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 760 (year 2040), Design Load: HS 20+Mod, Features Intersected: LEONARD FORK 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 1090074, Location: 0.7 MI.N.JCT.SR1169 (Lat: 35.433908, Lng: -81.329403), Route carried "on" structure: State highway 1180, Year Built: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 380 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 760 (year 2040), Design Load: HS 20+Mod, Features Intersected: LEONARD FORK 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 1090075, Location: 0.5 MI. N. JCT. SR1171 (Lat: 35.428439, Lng: -81.303125), Route carried "on" structure: State highway 1177, Year Built: 1979, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 15, Features Intersected: INDIAN 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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1090075, Location: 0.5 MI. N. JCT. SR1171 (Lat: 35.428439, Lng: -81.303125), Route carried "on" structure: State highway 1177, Year Built: 1979, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 15, Features Intersected: INDIAN 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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1090236, Location: 0.5 MI. N. JCT. SR1168 (Lat: 35.424722, Lng: -81.390150), Route carried "on" structure: State highway 1166, Year Built: 1985, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 1090236, Location: 0.5 MI. N. JCT. SR1168 (Lat: 35.424722, Lng: -81.390150), Route carried "on" structure: State highway 1166, Year Built: 1985, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 1090255, Location: 0.3 MI. S. JCT. SR1173 (Lat: 35.415417, Lng: -81.305250), Route carried "on" structure: State highway 1172, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2025), Design Load: HS 20+Mod, Features Intersected: UT TO INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 1090255, Location: 0.3 MI. S. JCT. SR1173 (Lat: 35.415417, Lng: -81.305250), Route carried "on" structure: State highway 1172, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 2,400 (year 2025), Design Load: HS 20+Mod, Features Intersected: UT TO INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 1090262, Location: 0.5 MI. E. JCT. NC274 (Lat: 35.436694, Lng: -81.411803), Route carried "on" structure: State highway 182, Year Built: 1952, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 15, Features Intersected: MILL 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: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 1090262, Location: 0.5 MI. E. JCT. NC274 (Lat: 35.436694, Lng: -81.411803), Route carried "on" structure: State highway 182, Year Built: 1952, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 15, Features Intersected: MILL 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: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 710036, Location: 0.8 MI. E. JCT. SR1436 (Lat: 35.368111, Lng: -81.324339), Route carried "under" structure: State highway 1438, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2012), Truck Traffic: 7%, Features Intersected: NC279
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)
Structure Number: 710036, Location: 0.8 MI. E. JCT. SR1436 (Lat: 35.368111, Lng: -81.324339), Route carried "under" structure: State highway 1438, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2012), Truck Traffic: 7%, Features Intersected: NC279
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)