Bridge Statistics for Springdale, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 177ft / 54.2mTotal length
- $1,221,000Total costs
- 237,451Total average daily traffic
- 18,121Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Springdale
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 11950-1959
- 21990-1999
- 52000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 33.3%Very good
- 33.3%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 55.6%Very good
- 11.1%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 44.4%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 57.1%Very good
- 14.3%Good
- 28.6%Satisfactory
Find on map >> Show street view
Structure Number: 803, Location: CITY OF LANCASTER (Lat: 34.702694, Lng: -80.770103), Route carried "on" structure: State highway 200, Year Built: 1937, Year Reconstructed: 1975, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,113 (year 2040), Design Load: HS 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.421, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: 32.4 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: 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, Length Of Structure Improvement: 6.44m (21.13ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $814,000, Roadway Improvement Cost: $204,000, Total Project Cost: $1,221,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 803, Location: CITY OF LANCASTER (Lat: 34.702694, Lng: -80.770103), Route carried "on" structure: State highway 200, Year Built: 1937, Year Reconstructed: 1975, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,113 (year 2040), Design Load: HS 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.421, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: 32.4 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: 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, Length Of Structure Improvement: 6.44m (21.13ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $814,000, Roadway Improvement Cost: $204,000, Total Project Cost: $1,221,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 876, Location: 4.2 MI S OF LANCASTER (Lat: 34.678850, Lng: -80.798500), Route carried "on" structure: State highway 200, Year Built: 1938, Year Reconstructed: 1974, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 6,300 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 8,883 (year 2041), Design Load: H 15, Features Intersected: RUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.306, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.8 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: 22.4 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: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 876, Location: 4.2 MI S OF LANCASTER (Lat: 34.678850, Lng: -80.798500), Route carried "on" structure: State highway 200, Year Built: 1938, Year Reconstructed: 1974, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 6,300 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 8,883 (year 2041), Design Load: H 15, Features Intersected: RUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.306, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.8 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: 22.4 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: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 924, Location: 13.8 MI SE BEAUFORT (Lat: 32.391497, Lng: -80.439150), Route carried "on" structure: US 21, Year Built: 2006, Status: Open, Structure Length: 19.75m (64.80ft), Average Daily Traffic: 4,200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,678 (year 2040), Design Load: HS 25 or greater, Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.083, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Navigation Control: Yes ( Vertical Clearance: 33.8m (110.9ft), Horizontal Clearance: 16.5m (54.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.0 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: 31.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.75m (64.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 924, Location: 13.8 MI SE BEAUFORT (Lat: 32.391497, Lng: -80.439150), Route carried "on" structure: US 21, Year Built: 2006, Status: Open, Structure Length: 19.75m (64.80ft), Average Daily Traffic: 4,200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,678 (year 2040), Design Load: HS 25 or greater, Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.083, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Navigation Control: Yes ( Vertical Clearance: 33.8m (110.9ft), Horizontal Clearance: 16.5m (54.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.0 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: 31.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.75m (64.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1528, Location: 2 MI W OF CAYCE (Lat: 33.961706, Lng: -81.101925), Route carried "on" structure: State highway 602, Year Built: 1948, Year Reconstructed: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,900 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,065 (year 2040), Design Load: HS 20, Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.573, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 51.2 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: 39.2 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable 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: October 2021
Structure Number: 1528, Location: 2 MI W OF CAYCE (Lat: 33.961706, Lng: -81.101925), Route carried "on" structure: State highway 602, Year Built: 1948, Year Reconstructed: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,900 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,065 (year 2040), Design Load: HS 20, Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.573, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 51.2 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: 39.2 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable 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: October 2021
Find on map >> Show street view
Structure Number: 2201, Location: 3.3 MI S LANCASTER (Lat: 34.674056, Lng: -80.781761), Route carried "on" structure: State highway 163, Year Built: 1955, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,550 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,984 (year 2040), Design Load: H 10, Features Intersected: RUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.7 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: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2201, Location: 3.3 MI S LANCASTER (Lat: 34.674056, Lng: -80.781761), Route carried "on" structure: State highway 163, Year Built: 1955, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,550 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,984 (year 2040), Design Load: H 10, Features Intersected: RUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.7 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: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2799, Location: 4 MI SW OF COLUMBIA (Lat: 33.965092, Lng: -81.097967), Route carried "on" structure: State highway 602, Year Built: 2004, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,900 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,065 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-26
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 14.070, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 37.9 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: 29.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2799, Location: 4 MI SW OF COLUMBIA (Lat: 33.965092, Lng: -81.097967), Route carried "on" structure: State highway 602, Year Built: 2004, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,900 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,065 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-26
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 14.070, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 37.9 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: 29.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 3035, Location: TOWN OF SPRINGDALE (Lat: 33.970450, Lng: -81.101453), Route carried "on" structure: State highway 365, Year Built: 2018, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,567 (year 2040), Design Load: HL 93, Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 39.9 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: 30.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3035, Location: TOWN OF SPRINGDALE (Lat: 33.970450, Lng: -81.101453), Route carried "on" structure: State highway 365, Year Built: 2018, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,567 (year 2040), Design Load: HL 93, Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 39.9 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: 30.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 9239, Location: 2 MI W OF SPRINGDALE (Lat: 33.953589, Lng: -81.152669), Route carried "on" structure: State highway 104, Year Built: 1997, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 6,400 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,640 (year 2040), Design Load: HS 20, Features Intersected: SAVANA BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 25.9 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: 17.5 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9239, Location: 2 MI W OF SPRINGDALE (Lat: 33.953589, Lng: -81.152669), Route carried "on" structure: State highway 104, Year Built: 1997, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 6,400 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,640 (year 2040), Design Load: HS 20, Features Intersected: SAVANA BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 25.9 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: 17.5 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 924, Location: TOWN OF SPRINGDALE (Lat: 33.965053, Lng: -81.108083), Route carried "on" structure: State highway 631, Year Built: 1997, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 25 or greater, Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 56.4 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: 43.4 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: 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: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 924, Location: TOWN OF SPRINGDALE (Lat: 33.965053, Lng: -81.108083), Route carried "on" structure: State highway 631, Year Built: 1997, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 25 or greater, Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 56.4 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: 43.4 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: 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: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 9895, Location: COLUMBIA AIRPORT (Lat: 33.950889, Lng: -81.121603), Route carried "on" structure: Ramp State highway 378, Year Built: 2004, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 1,976 (year 2015), Average Future Daily Traffic: 2,529 (year 2035), Design Load: HS 25 or greater, Features Intersected: S-32-378, Facility Carried by Structure: L-32-5890
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.3 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: 44.7 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9895, Location: COLUMBIA AIRPORT (Lat: 33.950889, Lng: -81.121603), Route carried "on" structure: Ramp State highway 378, Year Built: 2004, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 1,976 (year 2015), Average Future Daily Traffic: 2,529 (year 2035), Design Load: HS 25 or greater, Features Intersected: S-32-378, Facility Carried by Structure: L-32-5890
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.3 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: 44.7 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 2799, Location: 4 MI SW OF COLUMBIA (Lat: 33.965092, Lng: -81.097967), Route carried "under" structure: Interstate 26, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 85,300 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: SC 602
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 181.116, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 2799, Location: 4 MI SW OF COLUMBIA (Lat: 33.965092, Lng: -81.097967), Route carried "under" structure: Interstate 26, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 85,300 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: SC 602
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 181.116, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Find on map >> Show street view
Structure Number: 3035, Location: TOWN OF SPRINGDALE (Lat: 33.970450, Lng: -81.101453), Route carried "under" structure: Interstate 26, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 85,300 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-32-365
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 180.440, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 3035, Location: TOWN OF SPRINGDALE (Lat: 33.970450, Lng: -81.101453), Route carried "under" structure: Interstate 26, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 85,300 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-32-365
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 180.440, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Find on map >> Show street view
Structure Number: 9895, Location: COLUMBIA AIRPORT (Lat: 33.950889, Lng: -81.121603), Route carried "under" structure: State highway 378, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 7%, Features Intersected: S-32-378, Facility Carried by Structure: L-32-5890
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 2.028, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.3m (188.0ft)
Structure Number: 9895, Location: COLUMBIA AIRPORT (Lat: 33.950889, Lng: -81.121603), Route carried "under" structure: State highway 378, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 7%, Features Intersected: S-32-378, Facility Carried by Structure: L-32-5890
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 2.028, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.3m (188.0ft)