Bridge Statistics for Casar, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 138ft / 42.0mTotal length
- 5,870Total average daily traffic
- 334Total average daily truck traffic
- 11,740Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Casar
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 41960-1969
- 21970-1979
- 11980-1989
- 51990-1999
- 22000-2009
- 12020-2022
- Bridge Condition - Deck
- 7.1%Excellent
- 78.6%Good
- 14.3%Satisfactory
- Bridge Condition - Superstructure
- 7.1%Excellent
- 35.7%Good
- 21.4%Satisfactory
- 35.7%Fair
- Bridge Condition - Substructure
- 7.1%Excellent
- 28.6%Good
- 50.0%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 5.6%Very good
- 77.8%Good
- 16.7%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 450168, Location: 0.5 MI. N. JCT. SR1541 (Lat: 35.518347, Lng: -81.626314), Route carried "on" structure: State highway 1543, Year Built: 1967, Status: Posted for load, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 470 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 940 (year 2040), Features Intersected: WARDS 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: 3, 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: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% 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: 450168, Location: 0.5 MI. N. JCT. SR1541 (Lat: 35.518347, Lng: -81.626314), Route carried "on" structure: State highway 1543, Year Built: 1967, Status: Posted for load, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 470 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 940 (year 2040), Features Intersected: WARDS 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: 3, 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: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% 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: 450169, Location: 0.2 MI. E. JCT. SR1544 (Lat: 35.531147, Lng: -81.616953), Route carried "on" structure: State highway 1573, Year Built: 1970, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 190 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 380 (year 2040), Features Intersected: WARDS 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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: Equal to 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: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450169, Location: 0.2 MI. E. JCT. SR1544 (Lat: 35.531147, Lng: -81.616953), Route carried "on" structure: State highway 1573, Year Built: 1970, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 190 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 380 (year 2040), Features Intersected: WARDS 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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: Equal to 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: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450173, Location: 0.3 MI. E. JCT. SR1630 (Lat: 35.512922, Lng: -81.581394), Route carried "on" structure: State highway 1632, Year Built: 1953, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Features Intersected: LITTLE KNOB 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% 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: 450173, Location: 0.3 MI. E. JCT. SR1630 (Lat: 35.512922, Lng: -81.581394), Route carried "on" structure: State highway 1632, Year Built: 1953, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Features Intersected: LITTLE KNOB 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% 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: 450174, Location: 0.5 MI. W. JCT. SR1630 (Lat: 35.508117, Lng: -81.590656), Route carried "on" structure: State highway 1632, Year Built: 1953, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 410 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 820 (year 2040), Features Intersected: BALD KNOB 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 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: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450174, Location: 0.5 MI. W. JCT. SR1630 (Lat: 35.508117, Lng: -81.590656), Route carried "on" structure: State highway 1632, Year Built: 1953, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 410 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 820 (year 2040), Features Intersected: BALD KNOB 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 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: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450175, Location: 0.2 MI. N. JCT. SR1536 (Lat: 35.514825, Lng: -81.632244), Route carried "on" structure: State highway 1538, Year Built: 1965, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 510 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2040), Features Intersected: WARDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to 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: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450175, Location: 0.2 MI. N. JCT. SR1536 (Lat: 35.514825, Lng: -81.632244), Route carried "on" structure: State highway 1538, Year Built: 1965, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 510 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2040), Features Intersected: WARDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to 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: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450177, Location: 0.3 MI. W. JCT. SR1539 (Lat: 35.513317, Lng: -81.638092), Route carried "on" structure: State highway 1536, Year Built: 1985, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 510 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2040), Design Load: HS 20+Mod, Features Intersected: WARD 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: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450177, Location: 0.3 MI. W. JCT. SR1539 (Lat: 35.513317, Lng: -81.638092), Route carried "on" structure: State highway 1536, Year Built: 1985, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 510 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2040), Design Load: HS 20+Mod, Features Intersected: WARD 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: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450179, Location: 0.3 MI. S. JCT. SR1531 (Lat: 35.492953, Lng: -81.680764), Route carried "on" structure: State highway 1530, Year Built: 1999, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 90 (year 2000), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: FIRST BROAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 450179, Location: 0.3 MI. S. JCT. SR1531 (Lat: 35.492953, Lng: -81.680764), Route carried "on" structure: State highway 1530, Year Built: 1999, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 90 (year 2000), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: FIRST BROAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 450181, Location: 0.7 MI. W. JCT. NC10 (Lat: 35.499875, Lng: -81.644842), Route carried "on" structure: State highway 1533, Year Built: 1992, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 850 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: WARDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450181, Location: 0.7 MI. W. JCT. NC10 (Lat: 35.499875, Lng: -81.644842), Route carried "on" structure: State highway 1533, Year Built: 1992, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 850 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: WARDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450204, Location: 0.3 MI. E. JCT. SR1518 (Lat: 35.479225, Lng: -81.609533), Route carried "on" structure: State highway 1517, Year Built: 1963, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 240 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 480 (year 2040), Design Load: H 10, Features Intersected: CROOKED RUN 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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450204, Location: 0.3 MI. E. JCT. SR1518 (Lat: 35.479225, Lng: -81.609533), Route carried "on" structure: State highway 1517, Year Built: 1963, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 240 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 480 (year 2040), Design Load: H 10, Features Intersected: CROOKED RUN 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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450205, Location: 0.6 MI. N. JCT. SR1517 (Lat: 35.488081, Lng: -81.615678), Route carried "on" structure: State highway 1518, Year Built: 1998, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 290 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 20+Mod, Features Intersected: CROOKED RUN 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 450205, Location: 0.6 MI. N. JCT. SR1517 (Lat: 35.488081, Lng: -81.615678), Route carried "on" structure: State highway 1518, Year Built: 1998, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 290 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 20+Mod, Features Intersected: CROOKED RUN 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 450211, Location: 0.7 MI. N. JCT. SR1523 (Lat: 35.476886, Lng: -81.658675), Route carried "on" structure: State highway 1525, Year Built: 2003, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 30 (year 2000), Average Future Daily Traffic: 60 (year 2040), Features Intersected: WARDS 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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450211, Location: 0.7 MI. N. JCT. SR1523 (Lat: 35.476886, Lng: -81.658675), Route carried "on" structure: State highway 1525, Year Built: 2003, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 30 (year 2000), Average Future Daily Traffic: 60 (year 2040), Features Intersected: WARDS 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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450212, Location: 0.6 MI. W. JCT. SR1004 (Lat: 35.472811, Lng: -81.604192), Route carried "on" structure: State highway 1516, Year Built: 1995, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 180 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 360 (year 2040), Features Intersected: CROOKED RUN 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: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450212, Location: 0.6 MI. W. JCT. SR1004 (Lat: 35.472811, Lng: -81.604192), Route carried "on" structure: State highway 1516, Year Built: 1995, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 180 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 360 (year 2040), Features Intersected: CROOKED RUN 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: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450273, Location: 0.4 MI. W. JCT. SR1529 (Lat: 35.494425, Lng: -81.673200), Route carried "on" structure: State highway 1531, Year Built: 1997, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 190 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 380 (year 2040), Design Load: HS 20+Mod, Features Intersected: NO BUSINESS 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: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: November 2020
Structure Number: 450273, Location: 0.4 MI. W. JCT. SR1529 (Lat: 35.494425, Lng: -81.673200), Route carried "on" structure: State highway 1531, Year Built: 1997, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 190 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 380 (year 2040), Design Load: HS 20+Mod, Features Intersected: NO BUSINESS 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: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: November 2020
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Structure Number: 450309, Location: 0.4 MI. W. JCT. SR1628 (Lat: 35.523639, Lng: -81.599861), Route carried "on" structure: State highway 1627, Year Built: 2021, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 370 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 740 (year 2040), Design Load: H 10, Features Intersected: BALD KNOB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450309, Location: 0.4 MI. W. JCT. SR1628 (Lat: 35.523639, Lng: -81.599861), Route carried "on" structure: State highway 1627, Year Built: 2021, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 370 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 740 (year 2040), Design Load: H 10, Features Intersected: BALD KNOB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450358, Location: 0.8 MI. S. JCT. SR1529 (Lat: 35.488733, Lng: -81.653439), Route carried "on" structure: State highway 1527, Year Built: 1961, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 50 (year 2000), Average Future Daily Traffic: 100 (year 2040), Features Intersected: WARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 22.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to 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: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450358, Location: 0.8 MI. S. JCT. SR1529 (Lat: 35.488733, Lng: -81.653439), Route carried "on" structure: State highway 1527, Year Built: 1961, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 50 (year 2000), Average Future Daily Traffic: 100 (year 2040), Features Intersected: WARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 22.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to 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: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450385, Location: 0.5 MI. N. JCT. SR1635 (Lat: 35.495836, Lng: -81.582869), Route carried "on" structure: State highway 1634, Year Built: 1970, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 290 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 15, Features Intersected: LITTLE KNOB 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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450385, Location: 0.5 MI. N. JCT. SR1635 (Lat: 35.495836, Lng: -81.582869), Route carried "on" structure: State highway 1634, Year Built: 1970, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 290 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 15, Features Intersected: LITTLE KNOB 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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45039, Location: 0.4 MI. E. JCT. SR1632 (Lat: 35.515856, Lng: -81.596147), Route carried "on" structure: State highway 1631, Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2001), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20+Mod, Features Intersected: BALD KNOB 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: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.8 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 45039, Location: 0.4 MI. E. JCT. SR1632 (Lat: 35.515856, Lng: -81.596147), Route carried "on" structure: State highway 1631, Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2001), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20+Mod, Features Intersected: BALD KNOB 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: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.8 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 450429, Location: 0.5 MI. W. JCT. SR1529 (Lat: 35.511842, Lng: -81.673539), Route carried "on" structure: State highway 1533, Year Built: 1951, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 850 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: NO BUSINESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
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: September 2020
Structure Number: 450429, Location: 0.5 MI. W. JCT. SR1529 (Lat: 35.511842, Lng: -81.673539), Route carried "on" structure: State highway 1533, Year Built: 1951, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 850 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: NO BUSINESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
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: September 2020