Bridge Statistics for Unionville, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 40Number of bridges
- 269ft / 82.5mTotal length
- 280,980Total average daily traffic
- 31,032Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Unionville
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 41950-1959
- 31960-1969
- 11970-1979
- 41980-1989
- 21990-1999
- 12000-2009
- 232010-2019
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 21980-1989
- Bridge Condition - Deck
- 26.3%Very good
- 42.1%Good
- 26.3%Satisfactory
- 5.3%Fair
- Bridge Condition - Superstructure
- 10.5%Excellent
- 26.3%Very good
- 15.8%Good
- 31.6%Satisfactory
- 15.8%Fair
- Bridge Condition - Substructure
- 15.8%Excellent
- 31.6%Very good
- 10.5%Good
- 15.8%Satisfactory
- 21.1%Fair
- 5.3%Poor
- Bridge Condition - Channel
- 7.4%Very good
- 70.4%Good
- 18.5%Satisfactory
- 3.7%Poor
- Bridge Condition - Culverts
- 15.4%Very good
- 38.5%Good
- 23.1%Satisfactory
- 23.1%Fair
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Structure Number: 179001, Location: 0.1 MI. N. JCT. NC75 (Lat: 34.985172, Lng: -80.549581), Route carried "on" structure: State highway 207, Year Built: 1956, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 11,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RR RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 179001, Location: 0.1 MI. N. JCT. NC75 (Lat: 34.985172, Lng: -80.549581), Route carried "on" structure: State highway 207, Year Built: 1956, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 11,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RR RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790011, Location: 0.2 MI. N. JCT. SR1615 (Lat: 35.080164, Lng: -80.502914), Route carried "on" structure: State highway 1001, Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,700 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 7,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHINKAPIN 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: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.6 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: September 2020
Structure Number: 1790011, Location: 0.2 MI. N. JCT. SR1615 (Lat: 35.080164, Lng: -80.502914), Route carried "on" structure: State highway 1001, Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,700 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 7,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHINKAPIN 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: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.6 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: September 2020
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Structure Number: 1790013, Location: 25 FT. S. JCT. SR1654 (Lat: 35.111528, Lng: -80.469164), Route carried "on" structure: State highway 1001, Year Built: 2014, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HL 93, Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 2021
Structure Number: 1790013, Location: 25 FT. S. JCT. SR1654 (Lat: 35.111528, Lng: -80.469164), Route carried "on" structure: State highway 1001, Year Built: 2014, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HL 93, Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 2021
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Structure Number: 1790014, Location: 150 FT. E. JCT. SR1001 (Lat: 35.122983, Lng: -80.457161), Route carried "on" structure: State highway 1656, Year Built: 1990, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 1790014, Location: 150 FT. E. JCT. SR1001 (Lat: 35.122983, Lng: -80.457161), Route carried "on" structure: State highway 1656, Year Built: 1990, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to 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: 1790017, Location: 0.5 MI. E. JCT. US601 (Lat: 35.030683, Lng: -80.528639), Route carried "on" structure: State highway 1504, Year Built: 1992, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 3,300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 6,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: STUMPLICK BRANCH
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: 1, 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: Very good, Channel: Satisfactory, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790017, Location: 0.5 MI. E. JCT. US601 (Lat: 35.030683, Lng: -80.528639), Route carried "on" structure: State highway 1504, Year Built: 1992, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 3,300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 6,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: STUMPLICK BRANCH
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: 1, 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: Very good, Channel: Satisfactory, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790027, Location: 0.8 MI. E. JCT. NC200 (Lat: 35.067461, Lng: -80.467689), Route carried "on" structure: State highway 1635, Year Built: 2006, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 490 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 980 (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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 1790027, Location: 0.8 MI. E. JCT. NC200 (Lat: 35.067461, Lng: -80.467689), Route carried "on" structure: State highway 1635, Year Built: 2006, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 490 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 980 (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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 1790028, Location: 0.1 MI. W. JCT. SR1627 (Lat: 35.075492, Lng: -80.430350), Route carried "on" structure: State highway 1643, Year Built: 1971, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,060 (year 2040), Features Intersected: WATSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790028, Location: 0.1 MI. W. JCT. SR1627 (Lat: 35.075492, Lng: -80.430350), Route carried "on" structure: State highway 1643, Year Built: 1971, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,060 (year 2040), Features Intersected: WATSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790031, Location: 100 FT. N. JCT. SR1643 (Lat: 35.075036, Lng: -80.428481), Route carried "on" structure: State highway 1627, Year Built: 1928, Year Reconstructed: 1969, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,400 (year 2040), Features Intersected: WATSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790031, Location: 100 FT. N. JCT. SR1643 (Lat: 35.075036, Lng: -80.428481), Route carried "on" structure: State highway 1627, Year Built: 1928, Year Reconstructed: 1969, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,400 (year 2040), Features Intersected: WATSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790032, Location: 0.7 MI. S. JCT. SR1650 (Lat: 35.071097, Lng: -80.406672), Route carried "on" structure: State highway 1649, Year Built: 1963, Status: Posted for load, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 430 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 860 (year 2040), Design Load: HS 15, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.4m (44.0ft), 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: Poor, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790032, Location: 0.7 MI. S. JCT. SR1650 (Lat: 35.071097, Lng: -80.406672), Route carried "on" structure: State highway 1649, Year Built: 1963, Status: Posted for load, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 430 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 860 (year 2040), Design Load: HS 15, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.4m (44.0ft), 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: Poor, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790035, Location: 0.1 MI. N. JCT. SR1658 (Lat: 35.107153, Lng: -80.400672), Route carried "on" structure: State highway 1627, Year Built: 1955, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Features Intersected: GOLD BRANCH
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: 1790035, Location: 0.1 MI. N. JCT. SR1658 (Lat: 35.107153, Lng: -80.400672), Route carried "on" structure: State highway 1627, Year Built: 1955, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Features Intersected: GOLD BRANCH
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: 1790036, Location: 0.2 MI. S. JCT. SR1658 (Lat: 35.109603, Lng: -80.415272), Route carried "on" structure: State highway 1649, Year Built: 2016, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 260 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2040), Design Load: HL 93, Features Intersected: BRANDON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, 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: 1790036, Location: 0.2 MI. S. JCT. SR1658 (Lat: 35.109603, Lng: -80.415272), Route carried "on" structure: State highway 1649, Year Built: 2016, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 260 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2040), Design Load: HL 93, Features Intersected: BRANDON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, 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: 1790037, Location: 0.1 MI. E. JCT. SR1627 (Lat: 35.105028, Lng: -80.400075), Route carried "on" structure: State highway 1658, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 570 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,140 (year 2040), Design Load: HL 93, Features Intersected: GOLD BRANCH
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: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1790037, Location: 0.1 MI. E. JCT. SR1627 (Lat: 35.105028, Lng: -80.400075), Route carried "on" structure: State highway 1658, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 570 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,140 (year 2040), Design Load: HL 93, Features Intersected: GOLD BRANCH
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: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1790041, Location: 0.2 MI. S. JCT. SR1001 (Lat: 35.037206, Lng: -80.533817), Route carried "on" structure: US 601, Year Built: 1928, Year Reconstructed: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: H 15, Features Intersected: STUMPLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 31.7 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: 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: 1790041, Location: 0.2 MI. S. JCT. SR1001 (Lat: 35.037206, Lng: -80.533817), Route carried "on" structure: US 601, Year Built: 1928, Year Reconstructed: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: H 15, Features Intersected: STUMPLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 31.7 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: 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: 1790063, Location: 0.4 MI. E. JCT. SR1001 (Lat: 35.131236, Lng: -80.441783), Route carried "on" structure: State highway 218, Year Built: 1952, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790063, Location: 0.4 MI. E. JCT. SR1001 (Lat: 35.131236, Lng: -80.441783), Route carried "on" structure: State highway 218, Year Built: 1952, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: GRASSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790072, Location: 0.7 MI. S. JCT. SR1681 (Lat: 35.051964, Lng: -80.496150), Route carried "on" structure: State highway 200, Year Built: 2015, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 7,700 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: HL 93, Features Intersected: CHINKAPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1790072, Location: 0.7 MI. S. JCT. SR1681 (Lat: 35.051964, Lng: -80.496150), Route carried "on" structure: State highway 200, Year Built: 2015, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 7,700 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: HL 93, Features Intersected: CHINKAPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1790247, Location: 0.3 MI. E. JCT. SR1501 (Lat: 35.033939, Lng: -80.558372), Route carried "on" structure: State highway 1503, Year Built: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,800 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: EAST FORK STEWARTS CRK
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 83.4 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 1790247, Location: 0.3 MI. E. JCT. SR1501 (Lat: 35.033939, Lng: -80.558372), Route carried "on" structure: State highway 1503, Year Built: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,800 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: EAST FORK STEWARTS CRK
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 83.4 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 1790252, Location: 0.4 MI. N. JCT. SR1501 (Lat: 35.048261, Lng: -80.568644), Route carried "on" structure: State highway 1508, Year Built: 1987, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 4,300 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO E FRK STEWARTS CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 85.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 1790252, Location: 0.4 MI. N. JCT. SR1501 (Lat: 35.048261, Lng: -80.568644), Route carried "on" structure: State highway 1508, Year Built: 1987, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 4,300 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO E FRK STEWARTS CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 85.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 179026, Location: 0.3 MI. S. JCT. SR1524 (Lat: 35.104044, Lng: -80.667169), Route carried "on" structure: State highway 1365, Year Built: 1984, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 4,900 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 9,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: N. FORK CROOKED 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 179026, Location: 0.3 MI. S. JCT. SR1524 (Lat: 35.104044, Lng: -80.667169), Route carried "on" structure: State highway 1365, Year Built: 1984, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 4,900 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 9,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: N. FORK CROOKED 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 1790269, Location: 0.4 MI. E. JCT. SR1528 (Lat: 35.106233, Lng: -80.548481), Route carried "on" structure: State highway 1004, Year Built: 1960, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 3,400 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 6,800 (year 2040), Features Intersected: SOUTH FORK CROOKED 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: 2, 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: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790269, Location: 0.4 MI. E. JCT. SR1528 (Lat: 35.106233, Lng: -80.548481), Route carried "on" structure: State highway 1004, Year Built: 1960, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 3,400 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 6,800 (year 2040), Features Intersected: SOUTH FORK CROOKED 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: 2, 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: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790326, Location: 0.2 MI. E. JCT. SR1550 (Lat: 35.052519, Lng: -80.536728), Route carried "on" structure: State highway 1505, Year Built: 1958, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 290 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Features Intersected: STUMPLICK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790326, Location: 0.2 MI. E. JCT. SR1550 (Lat: 35.052519, Lng: -80.536728), Route carried "on" structure: State highway 1505, Year Built: 1958, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 290 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 580 (year 2040), Features Intersected: STUMPLICK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 179033, Location: 0.6 MI.S.JCT.SR2115 (Lat: 34.907994, Lng: -80.522642), Route carried "on" structure: State highway 2133, Year Built: 2015, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 510 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2040), Design Load: HL 93, Features Intersected: LITTLE RICHARDSON CR.
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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 179033, Location: 0.6 MI.S.JCT.SR2115 (Lat: 34.907994, Lng: -80.522642), Route carried "on" structure: State highway 2133, Year Built: 2015, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 510 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2040), Design Load: HL 93, Features Intersected: LITTLE RICHARDSON CR.
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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1790333, Location: 0.2 MI. N. JCT. SR1640 (Lat: 35.105681, Lng: -80.498681), Route carried "on" structure: State highway 1615, Year Built: 1963, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 370 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 740 (year 2040), Features Intersected: UT TO GRASSY BRANCH
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: 7.6m (24.9ft), 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: Fair, Channel: Good, Operating Rating: 27.2 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790333, Location: 0.2 MI. N. JCT. SR1640 (Lat: 35.105681, Lng: -80.498681), Route carried "on" structure: State highway 1615, Year Built: 1963, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 370 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 740 (year 2040), Features Intersected: UT TO GRASSY BRANCH
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: 7.6m (24.9ft), 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: Fair, Channel: Good, Operating Rating: 27.2 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 179041, Location: 0.5 MI. E. JCT. SR1640 (Lat: 35.121144, Lng: -80.495808), Route carried "on" structure: State highway 1611, Year Built: 2018, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 420 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 840 (year 2040), Design Load: HL 93, Features Intersected: GRASSY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.2 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 179041, Location: 0.5 MI. E. JCT. SR1640 (Lat: 35.121144, Lng: -80.495808), Route carried "on" structure: State highway 1611, Year Built: 2018, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 420 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 840 (year 2040), Design Load: HL 93, Features Intersected: GRASSY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.2 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 1790444, Location: 0.5 MI. E. JCT. SR1507 (Lat: 35.043444, Lng: -80.557914), Route carried "on" structure: State highway 1506, Year Built: 2018, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 370 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 740 (year 2040), Design Load: HL 93, Features Intersected: EAST FORK STEWARTS 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, 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: 1790444, Location: 0.5 MI. E. JCT. SR1507 (Lat: 35.043444, Lng: -80.557914), Route carried "on" structure: State highway 1506, Year Built: 2018, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 370 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 740 (year 2040), Design Load: HL 93, Features Intersected: EAST FORK STEWARTS 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, 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: 1790491, Location: 0.4 MI. E. JCT. DEESE RD. (Lat: 35.018161, Lng: -80.526128), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 8.22m (26.97ft), Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HL 93, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790491, Location: 0.4 MI. E. JCT. DEESE RD. (Lat: 35.018161, Lng: -80.526128), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 8.22m (26.97ft), Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HL 93, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790492, Location: 0.4 MI. E. JCT. DEESE RD. (Lat: 35.017939, Lng: -80.526225), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 8.22m (26.97ft), Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HL 93, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790492, Location: 0.4 MI. E. JCT. DEESE RD. (Lat: 35.017939, Lng: -80.526225), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 8.22m (26.97ft), Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HL 93, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 179054, Location: 0.3 MI. W. JCT. STALLINGS (Lat: 35.101417, Lng: -80.679139), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 30,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 60,000 (year 2040), Design Load: HL 93, Features Intersected: SR3909
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.267, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 35.3m (115.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 37.1m (121.7ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to 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: 179054, Location: 0.3 MI. W. JCT. STALLINGS (Lat: 35.101417, Lng: -80.679139), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 30,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 60,000 (year 2040), Design Load: HL 93, Features Intersected: SR3909
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.267, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 35.3m (115.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 37.1m (121.7ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to 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: 1790549, Location: 0.1 MI. N. JCT. SR1501 (Lat: 35.076972, Lng: -80.610806), Route carried "on" structure: State highway 1367, Year Built: 2018, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 12,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HL 93, Features Intersected: US74 BYP.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790549, Location: 0.1 MI. N. JCT. SR1501 (Lat: 35.076972, Lng: -80.610806), Route carried "on" structure: State highway 1367, Year Built: 2018, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 12,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HL 93, Features Intersected: US74 BYP.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 179055, Location: 0.3 MI. W. JCT SR1514 (Lat: 35.066250, Lng: -80.597581), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 31,000 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HL 93, Features Intersected: SOUTH FORK CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.431, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 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: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 179055, Location: 0.3 MI. W. JCT SR1514 (Lat: 35.066250, Lng: -80.597581), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 31,000 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HL 93, Features Intersected: SOUTH FORK CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.431, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 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: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 1790555, Location: 0.18 MI.E.OF SR1501 (Lat: 35.077036, Lng: -80.951406), Route carried "on" structure: State highway 1507, Year Built: 2018, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 490 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 980 (year 2040), Design Load: HL 93, Features Intersected: US 74 BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790555, Location: 0.18 MI.E.OF SR1501 (Lat: 35.077036, Lng: -80.951406), Route carried "on" structure: State highway 1507, Year Built: 2018, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 490 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 980 (year 2040), Design Load: HL 93, Features Intersected: US 74 BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790556, Location: 0.56 MI.E.JCT. SR1501 (Lat: 35.034378, Lng: -80.553697), Route carried "on" structure: State highway 1503, Year Built: 2018, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 1,900 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: HL 93, Features Intersected: US 74 BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1790556, Location: 0.56 MI.E.JCT. SR1501 (Lat: 35.034378, Lng: -80.553697), Route carried "on" structure: State highway 1503, Year Built: 2018, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 1,900 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: HL 93, Features Intersected: US 74 BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 179057, Location: 1.24 MI.W.JCT.US601 I (Lat: 35.036944, Lng: -80.558611), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 29,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 58,000 (year 2040), Design Load: HL 93, Features Intersected: E. FORK STEWARTS CRK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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: July 2020
Structure Number: 179057, Location: 1.24 MI.W.JCT.US601 I (Lat: 35.036944, Lng: -80.558611), Route carried "on" structure: Bypass US 74, Year Built: 2018, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 29,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 58,000 (year 2040), Design Load: HL 93, Features Intersected: E. FORK STEWARTS CRK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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: July 2020
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Structure Number: 179049, Location: 0.6 MI.N.JCT.HWY601 (Lat: 35.021931, Lng: -80.531703), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 800 (year 2016), Truck Traffic: 14%, Features Intersected: SR1622
Minimum Vertical Clearance: 5.85m (19.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 179049, Location: 0.6 MI.N.JCT.HWY601 (Lat: 35.021931, Lng: -80.531703), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 800 (year 2016), Truck Traffic: 14%, Features Intersected: SR1622
Minimum Vertical Clearance: 5.85m (19.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 179049, Location: 0.6 MI.N.JCT.HWY601 (Lat: 35.021931, Lng: -80.531703), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 800 (year 2016), Truck Traffic: 14%, Features Intersected: SR1622
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 179049, Location: 0.6 MI.N.JCT.HWY601 (Lat: 35.021931, Lng: -80.531703), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 800 (year 2016), Truck Traffic: 14%, Features Intersected: SR1622
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 1790549, Location: 0.1 MI. N. JCT. SR1501 (Lat: 35.076972, Lng: -80.610806), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2013), Truck Traffic: 12%, Features Intersected: SR1367
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 79.096, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 1790549, Location: 0.1 MI. N. JCT. SR1501 (Lat: 35.076972, Lng: -80.610806), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2013), Truck Traffic: 12%, Features Intersected: SR1367
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 79.096, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 1790549, Location: 0.1 MI. N. JCT. SR1501 (Lat: 35.076972, Lng: -80.610806), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2013), Truck Traffic: 12%, Features Intersected: SR1367
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 79.096, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 1790549, Location: 0.1 MI. N. JCT. SR1501 (Lat: 35.076972, Lng: -80.610806), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2013), Truck Traffic: 12%, Features Intersected: SR1367
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 79.096, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 1790555, Location: 0.18 MI.E.OF SR1501 (Lat: 35.077036, Lng: -80.951406), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1507
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 1790555, Location: 0.18 MI.E.OF SR1501 (Lat: 35.077036, Lng: -80.951406), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1507
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 1790555, Location: 0.18 MI.E.OF SR1501 (Lat: 35.077036, Lng: -80.951406), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1507
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 1790555, Location: 0.18 MI.E.OF SR1501 (Lat: 35.077036, Lng: -80.951406), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1507
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 1790556, Location: 0.56 MI.E.JCT. SR1501 (Lat: 35.034378, Lng: -80.553697), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1503
Minimum Vertical Clearance: 6.31m (20.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)
Structure Number: 1790556, Location: 0.56 MI.E.JCT. SR1501 (Lat: 35.034378, Lng: -80.553697), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1503
Minimum Vertical Clearance: 6.31m (20.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)
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Structure Number: 1790556, Location: 0.56 MI.E.JCT. SR1501 (Lat: 35.034378, Lng: -80.553697), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1503
Minimum Vertical Clearance: 5.81m (19.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)
Structure Number: 1790556, Location: 0.56 MI.E.JCT. SR1501 (Lat: 35.034378, Lng: -80.553697), Route carried "under" structure: Bypass US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1503
Minimum Vertical Clearance: 5.81m (19.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)