Bridge Statistics for Turbeville, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 128ft / 38.6mTotal length
- $383,000Total costs
- 11,800Total average daily traffic
- 1,017Total average daily truck traffic
- 18,440Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Turbeville
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 31990-1999
- 22000-2009
- 12010-2019
- 22020-2022
- Bridge Condition - Deck
- 40.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 40.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 50.0%Very good
- 10.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 63.6%Very good
- 36.4%Good
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Structure Number: 851, Location: 1MI E OF TURBEVILLE (Lat: 33.890289, Lng: -80.001819), Route carried "on" structure: US 378, Year Built: 1938, Year Reconstructed: 2006, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,874 (year 2040), Design Load: HS 20, Features Intersected: HORSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.596, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 851, Location: 1MI E OF TURBEVILLE (Lat: 33.890289, Lng: -80.001819), Route carried "on" structure: US 378, Year Built: 1938, Year Reconstructed: 2006, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,874 (year 2040), Design Load: HS 20, Features Intersected: HORSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.596, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 1807, Location: 4MI E TURBEVILLE (Lat: 33.888914, Lng: -79.968936), Route carried "on" structure: State highway 35, Year Built: 2015, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO DOUGLAS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.583, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1807, Location: 4MI E TURBEVILLE (Lat: 33.888914, Lng: -79.968936), Route carried "on" structure: State highway 35, Year Built: 2015, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO DOUGLAS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.583, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1868, Location: 2MI SE TURBEVILLE (Lat: 33.877892, Lng: -80.003461), Route carried "on" structure: State highway 106, Year Built: 1952, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 10, Features Intersected: HORSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $64,000, Total Project Cost: $383,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1868, Location: 2MI SE TURBEVILLE (Lat: 33.877892, Lng: -80.003461), Route carried "on" structure: State highway 106, Year Built: 1952, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 10, Features Intersected: HORSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $64,000, Total Project Cost: $383,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27, Location: 3MI SE TURBEVILLE (Lat: 33.848722, Lng: -80.005500), Route carried "on" structure: State highway 34, Year Built: 1958, Status: Posted for load, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 288 (year 2040), Design Load: H 10, Features Intersected: HORSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.174, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27, Location: 3MI SE TURBEVILLE (Lat: 33.848722, Lng: -80.005500), Route carried "on" structure: State highway 34, Year Built: 1958, Status: Posted for load, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 288 (year 2040), Design Load: H 10, Features Intersected: HORSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.174, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9154, Location: 4MI S TURBEVILLE (Lat: 33.858489, Lng: -80.026453), Route carried "on" structure: State highway 45, Year Built: 1997, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO PUDDING SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.116, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9154, Location: 4MI S TURBEVILLE (Lat: 33.858489, Lng: -80.026453), Route carried "on" structure: State highway 45, Year Built: 1997, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO PUDDING SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.116, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9416, Location: 2.5MI S TURBEVILLE (Lat: 33.861308, Lng: -80.026375), Route carried "on" structure: State highway 36, Year Built: 1999, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,314 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO PUDDING SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.417, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9416, Location: 2.5MI S TURBEVILLE (Lat: 33.861308, Lng: -80.026375), Route carried "on" structure: State highway 36, Year Built: 1999, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,314 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO PUDDING SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.417, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9417, Location: 4MI SE TURBEVILLE (Lat: 33.863864, Lng: -79.969789), Route carried "on" structure: State highway 53, Year Built: 1999, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: DOUGLAS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.377, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9417, Location: 4MI SE TURBEVILLE (Lat: 33.863864, Lng: -79.969789), Route carried "on" structure: State highway 53, Year Built: 1999, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: DOUGLAS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.377, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9495, Location: 3MI S TURBEVILLE (Lat: 33.850400, Lng: -80.029161), Route carried "on" structure: State highway 36, Year Built: 2000, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,314 (year 2040), Design Load: HS 20, Features Intersected: PUDDING SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9495, Location: 3MI S TURBEVILLE (Lat: 33.850400, Lng: -80.029161), Route carried "on" structure: State highway 36, Year Built: 2000, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,314 (year 2040), Design Load: HS 20, Features Intersected: PUDDING SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9496, Location: 3MI S TURBEVILLE (Lat: 33.852664, Lng: -80.027936), Route carried "on" structure: State highway 36, Year Built: 2000, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,314 (year 2040), Design Load: HS 20, Features Intersected: PUDDING SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.399, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9496, Location: 3MI S TURBEVILLE (Lat: 33.852664, Lng: -80.027936), Route carried "on" structure: State highway 36, Year Built: 2000, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,314 (year 2040), Design Load: HS 20, Features Intersected: PUDDING SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.399, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10366, Location: 3 MI S OF TUBEVILLE (Lat: 33.854325, Lng: -80.046503), Route carried "on" structure: US 301, Year Built: 2020, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,044 (year 2040), Design Load: HL 93, Features Intersected: PUDDING SWAMP (NO.1)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.670, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10366, Location: 3 MI S OF TUBEVILLE (Lat: 33.854325, Lng: -80.046503), Route carried "on" structure: US 301, Year Built: 2020, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,044 (year 2040), Design Load: HL 93, Features Intersected: PUDDING SWAMP (NO.1)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.670, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10368, Location: 3 MI S OF TUBEVILLE (Lat: 33.852522, Lng: -80.048486), Route carried "on" structure: US 301, Year Built: 2020, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,044 (year 2040), Design Load: HL 93, Features Intersected: PUDDING SWAMP (NO.2)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.399, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10368, Location: 3 MI S OF TUBEVILLE (Lat: 33.852522, Lng: -80.048486), Route carried "on" structure: US 301, Year Built: 2020, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,044 (year 2040), Design Load: HL 93, Features Intersected: PUDDING SWAMP (NO.2)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.399, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete