Bridge Statistics for Cordova, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 335ft / 102mTotal length
- 120,664Total average daily traffic
- 16,768Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cordova
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 11960-1969
- 11970-1979
- 41990-1999
- 122000-2009
- Bridge Condition - Deck
- 57.1%Good
- 42.9%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 71.4%Good
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Culverts
- 37.5%Good
- 50.0%Satisfactory
- 12.5%Poor
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Structure Number: 70078, Location: 0.8 MI.E.JCT. NC145 (Lat: 34.946075, Lng: -79.870633), Route carried "on" structure: US 74, Year Built: 1958, Status: Open, Structure Length: 48.25m (158.30ft), Average Daily Traffic: 8,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: PEE DEE RIVER
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: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70078, Location: 0.8 MI.E.JCT. NC145 (Lat: 34.946075, Lng: -79.870633), Route carried "on" structure: US 74, Year Built: 1958, Status: Open, Structure Length: 48.25m (158.30ft), Average Daily Traffic: 8,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: PEE DEE RIVER
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: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1530021, Location: 0.5 MI. N. JCT. SR1104 (Lat: 34.879156, Lng: -79.838819), Route carried "on" structure: State highway 1103, Year Built: 1994, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOLOMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1530021, Location: 0.5 MI. N. JCT. SR1104 (Lat: 34.879156, Lng: -79.838819), Route carried "on" structure: State highway 1103, Year Built: 1994, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOLOMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1530024, Location: 0.7 MI. N. JCT. SR1998 (Lat: 34.854836, Lng: -79.835414), Route carried "on" structure: State highway 1971, Year Built: 1974, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 140 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2040), Design Load: HS 20+Mod, Features Intersected: BAGGETTS 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1530024, Location: 0.7 MI. N. JCT. SR1998 (Lat: 34.854836, Lng: -79.835414), Route carried "on" structure: State highway 1971, Year Built: 1974, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 140 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2040), Design Load: HS 20+Mod, Features Intersected: BAGGETTS 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 153014, Location: 0.3 MI. N. JCT. SR1105 (Lat: 34.884322, Lng: -79.804728), Route carried "on" structure: State highway 1971, Year Built: 1963, Status: Posted for load, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Features Intersected: SOLOMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 153014, Location: 0.3 MI. N. JCT. SR1105 (Lat: 34.884322, Lng: -79.804728), Route carried "on" structure: State highway 1971, Year Built: 1963, Status: Posted for load, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Features Intersected: SOLOMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1530187, Location: 0.25 MI. S. JCT. SR1119 (Lat: 34.931642, Lng: -79.831267), Route carried "on" structure: State highway 1109, Year Built: 1999, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
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: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1530187, Location: 0.25 MI. S. JCT. SR1119 (Lat: 34.931642, Lng: -79.831267), Route carried "on" structure: State highway 1109, Year Built: 1999, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
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: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1530195, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947103, Lng: -79.851256), Route carried "on" structure: Business US 74, Year Built: 2000, Status: Open, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 3,250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 6,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, 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: 1530195, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947103, Lng: -79.851256), Route carried "on" structure: Business US 74, Year Built: 2000, Status: Open, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 3,250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 6,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, 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: 1530196, Location: 0.2 MI. N. JCT. SR1104 (Lat: 34.866781, Lng: -79.835569), Route carried "on" structure: US 1, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: BAGGETT'S 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: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 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: August 2020
Structure Number: 1530196, Location: 0.2 MI. N. JCT. SR1104 (Lat: 34.866781, Lng: -79.835569), Route carried "on" structure: US 1, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: BAGGETT'S 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: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 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: August 2020
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Structure Number: 1530197, Location: 0.3 MI. N. JCT. SR1105 (Lat: 34.887017, Lng: -79.812197), Route carried "on" structure: US 1, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: SOLOMON'S 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: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 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: August 2020
Structure Number: 1530197, Location: 0.3 MI. N. JCT. SR1105 (Lat: 34.887017, Lng: -79.812197), Route carried "on" structure: US 1, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: SOLOMON'S 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: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 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: August 2020
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Structure Number: 1530216, Location: 1.2 MI. E. JCT. SR1117 (Lat: 34.921153, Lng: -79.813211), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 20.02m (65.68ft), Average Daily Traffic: 6,250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 12,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RR & HITCHCOCK CK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.184, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530216, Location: 1.2 MI. E. JCT. SR1117 (Lat: 34.921153, Lng: -79.813211), Route carried "on" structure: Bypass US 74, Year Built: 2000, Status: Open, Structure Length: 20.02m (65.68ft), Average Daily Traffic: 6,250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 12,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RR & HITCHCOCK CK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.184, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1530219, Location: 1.5 MI. E. JCT. US1 (Lat: 34.887647, Lng: -79.788492), Route carried "on" structure: Bypass US 74, Year Built: 2001, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BLACK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.159, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 73.4 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
Structure Number: 1530219, Location: 1.5 MI. E. JCT. US1 (Lat: 34.887647, Lng: -79.788492), Route carried "on" structure: Bypass US 74, Year Built: 2001, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BLACK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.159, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 73.4 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
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Structure Number: 1530221, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947167, Lng: -79.851586), Route carried "on" structure: Ramp US 74, Year Built: 2001, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 5,166 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 10,333 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1530221, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947167, Lng: -79.851586), Route carried "on" structure: Ramp US 74, Year Built: 2001, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 5,166 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 10,333 (year 2040), Design Load: HS 20+Mod, Features Intersected: US74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 1530222, Location: 1.3 MI. W. JCT. SR1199 (Lat: 34.946542, Lng: -79.851878), Route carried "on" structure: Ramp US 74, Year Built: 2001, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF PEE DEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1530222, Location: 1.3 MI. W. JCT. SR1199 (Lat: 34.946542, Lng: -79.851878), Route carried "on" structure: Ramp US 74, Year Built: 2001, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF PEE DEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 1530223, Location: 1.3 MI. W. JCT.SR1199 (Lat: 34.946967, Lng: -79.850642), Route carried "on" structure: Bypass US 74, Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 17,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 35,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF PEE DEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.346, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1530223, Location: 1.3 MI. W. JCT.SR1199 (Lat: 34.946967, Lng: -79.850642), Route carried "on" structure: Bypass US 74, Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 17,500 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 35,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF PEE DEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.346, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 9, Subroute: 18), Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 1530224, Location: 1.5 MI. W. JCT. SR1117 (Lat: 34.948486, Lng: -79.848919), Route carried "on" structure: Ramp US 74, Year Built: 2001, Status: Closed, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 2,875 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 5,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF PEE DEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 51.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1530224, Location: 1.5 MI. W. JCT. SR1117 (Lat: 34.948486, Lng: -79.848919), Route carried "on" structure: Ramp US 74, Year Built: 2001, Status: Closed, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 2,875 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 5,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF PEE DEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 51.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 1530225, Location: 1.4 MI. W. JCT. SR1199 (Lat: 34.945769, Lng: -79.855906), Route carried "on" structure: Business Interstate 74, Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,833 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 11,666 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF PEE DEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1530225, Location: 1.4 MI. W. JCT. SR1199 (Lat: 34.945769, Lng: -79.855906), Route carried "on" structure: Business Interstate 74, Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,833 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 11,666 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OF PEE DEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 1530187, Location: 0.25 MI. S. JCT. SR1119 (Lat: 34.931642, Lng: -79.831267), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 5,750 (year 2019), Truck Traffic: 14%, Features Intersected: SR1109
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 93.849, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 1530187, Location: 0.25 MI. S. JCT. SR1119 (Lat: 34.931642, Lng: -79.831267), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 5,750 (year 2019), Truck Traffic: 14%, Features Intersected: SR1109
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 93.849, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 1530187, Location: 0.25 MI. S. JCT. SR1119 (Lat: 34.931642, Lng: -79.831267), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 5,750 (year 2019), Truck Traffic: 14%, Features Intersected: SR1109
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 93.849, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 1530187, Location: 0.25 MI. S. JCT. SR1119 (Lat: 34.931642, Lng: -79.831267), Route carried "under" structure: Bypass US 74, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 5,750 (year 2019), Truck Traffic: 14%, Features Intersected: SR1109
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 93.849, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 1530195, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947103, Lng: -79.851256), Route carried "under" structure: Bypass US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 14%, Features Intersected: US74 BUS EBL
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 1530195, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947103, Lng: -79.851256), Route carried "under" structure: Bypass US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 14%, Features Intersected: US74 BUS EBL
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 1530195, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947103, Lng: -79.851256), Route carried "under" structure: Bypass US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 14%, Features Intersected: US74 BUS EBL
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 1530195, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947103, Lng: -79.851256), Route carried "under" structure: Bypass US 74, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 8,750 (year 2019), Truck Traffic: 14%, Features Intersected: US74 BUS EBL
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 1530221, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947167, Lng: -79.851586), Route carried "under" structure: Bypass US 74, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2018), Truck Traffic: 14%, Features Intersected: US74E BUS RAMP
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 1530221, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947167, Lng: -79.851586), Route carried "under" structure: Bypass US 74, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2018), Truck Traffic: 14%, Features Intersected: US74E BUS RAMP
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 1530221, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947167, Lng: -79.851586), Route carried "under" structure: Bypass US 74, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2018), Truck Traffic: 14%, Features Intersected: US74E BUS RAMP
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 1530221, Location: 1.23 MI. W. JCT. SR1199 (Lat: 34.947167, Lng: -79.851586), Route carried "under" structure: Bypass US 74, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2018), Truck Traffic: 14%, Features Intersected: US74E BUS RAMP
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)