Bridge Statistics for West Columbia, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 390ft / 119mTotal length
- $111,000Total costs
- 294,650Total average daily traffic
- 20,777Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Columbia
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 61970-1979
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 12.5%Very good
- 62.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 12.5%Very good
- 62.5%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 66.7%Very good
- 16.7%Good
- 16.7%Fair
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Structure Number: 2797, Location: 4 MI W OF COLUMBIA (Lat: 34.003803, Lng: -81.110303), Route carried "on" structure: US 378, Year Built: 2005, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 29,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 45,530 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.956, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 41.1m (134.8ft), Out-to-Out Width: 45.4m (149.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 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: 34.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), 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: 2797, Location: 4 MI W OF COLUMBIA (Lat: 34.003803, Lng: -81.110303), Route carried "on" structure: US 378, Year Built: 2005, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 29,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 45,530 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.956, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 41.1m (134.8ft), Out-to-Out Width: 45.4m (149.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 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: 34.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), 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
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Structure Number: 3022, Location: 4 MI W OF COLA (Lat: 34.023739, Lng: -81.103622), Route carried "on" structure: Interstate 26, Year Built: 1959, Year Reconstructed: 1985, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 85,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 106,516 (year 2040), Design Load: HS 20+Mod, Features Intersected: SALUDA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.120, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 34.9m (114.5ft), Out-to-Out Width: 37.4m (122.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: 22.0 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.40m (70.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3022, Location: 4 MI W OF COLA (Lat: 34.023739, Lng: -81.103622), Route carried "on" structure: Interstate 26, Year Built: 1959, Year Reconstructed: 1985, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 85,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 106,516 (year 2040), Design Load: HS 20+Mod, Features Intersected: SALUDA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.120, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 34.9m (114.5ft), Out-to-Out Width: 37.4m (122.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: 22.0 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.40m (70.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3113, Location: 1MI NE SPARTANBURG (Lat: 34.963636, Lng: -81.926683), Route carried "on" structure: State highway 44, Year Built: 1959, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 21,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,030 (year 2040), Design Load: H 15, Features Intersected: CHINQUEPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.082, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.4 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: 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $10,000, Total Project Cost: $57,000 ( Estimate for 2021)
Structure Number: 3113, Location: 1MI NE SPARTANBURG (Lat: 34.963636, Lng: -81.926683), Route carried "on" structure: State highway 44, Year Built: 1959, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 21,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,030 (year 2040), Design Load: H 15, Features Intersected: CHINQUEPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.082, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.4 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: 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $10,000, Total Project Cost: $57,000 ( Estimate for 2021)
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Structure Number: 5809, Location: 5 MI NW OF COLUMBIA (Lat: 34.015556, Lng: -81.111389), Route carried "on" structure: County highway 3555, Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 15, Features Intersected: SENN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.645, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 26.2 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: 19.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $9,000, Total Project Cost: $54,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5809, Location: 5 MI NW OF COLUMBIA (Lat: 34.015556, Lng: -81.111389), Route carried "on" structure: County highway 3555, Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 15, Features Intersected: SENN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.645, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 26.2 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: 19.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $9,000, Total Project Cost: $54,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6897, Location: 1 MI W OF COLUMBIA (Lat: 33.996389, Lng: -81.059444), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 22,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 52,405 (year 2040), Design Load: HS 20, Features Intersected: US 378
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.637, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.3 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: 37.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), 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: 6897, Location: 1 MI W OF COLUMBIA (Lat: 33.996389, Lng: -81.059444), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 22,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 52,405 (year 2040), Design Load: HS 20, Features Intersected: US 378
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.637, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.3 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: 37.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), 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
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Structure Number: 6898, Location: 1MI W OF COLUMBIA (Lat: 33.998808, Lng: -81.054269), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 72.24m (237.01ft), Average Daily Traffic: 22,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 52,405 (year 2040), Design Load: HS 20, Features Intersected: CONGAREE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.729, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 35.0 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: 26.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 72.24m (237.01ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6898, Location: 1MI W OF COLUMBIA (Lat: 33.998808, Lng: -81.054269), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 72.24m (237.01ft), Average Daily Traffic: 22,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 52,405 (year 2040), Design Load: HS 20, Features Intersected: CONGAREE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.729, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 35.0 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: 26.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 72.24m (237.01ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7002, Location: CITY OF WEST OF COLUMBIA (Lat: 33.993264, Lng: -81.068056), Route carried "on" structure: Ramp State highway 12, Year Built: 1977, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,025 (year 2040), Design Load: HS 20, Features Intersected: SC 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.414, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 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: 34.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), 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: 7002, Location: CITY OF WEST OF COLUMBIA (Lat: 33.993264, Lng: -81.068056), Route carried "on" structure: Ramp State highway 12, Year Built: 1977, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,025 (year 2040), Design Load: HS 20, Features Intersected: SC 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.414, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 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: 34.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), 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
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Structure Number: 7141, Location: 3 MI W OF COLUMBIA (Lat: 34.009200, Lng: -81.090697), Route carried "on" structure: State highway 516, Year Built: 2014, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 850 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,369 (year 2040), Design Load: HL 93, Features Intersected: DOUBLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.658, 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: 21.3m (69.9ft), 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: 65.4 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: 50.5 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: Equal to present desirable 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: 2.13m (6.99ft), 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: 7141, Location: 3 MI W OF COLUMBIA (Lat: 34.009200, Lng: -81.090697), Route carried "on" structure: State highway 516, Year Built: 2014, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 850 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,369 (year 2040), Design Load: HL 93, Features Intersected: DOUBLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.658, 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: 21.3m (69.9ft), 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: 65.4 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: 50.5 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: Equal to present desirable 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8578, Location: 4 MI W OF COLUMBIA (Lat: 34.016214, Lng: -81.106536), Route carried "on" structure: State highway 1814, Year Built: 1992, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: SENN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 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: 37.9 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: 1.37m (4.49ft), 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: 8578, Location: 4 MI W OF COLUMBIA (Lat: 34.016214, Lng: -81.106536), Route carried "on" structure: State highway 1814, Year Built: 1992, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: SENN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 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: 37.9 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2797, Location: 4 MI W OF COLUMBIA (Lat: 34.003803, Lng: -81.110303), Route carried "under" structure: Interstate 26, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 85,900 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: US 378
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 176.577, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 2797, Location: 4 MI W OF COLUMBIA (Lat: 34.003803, Lng: -81.110303), Route carried "under" structure: Interstate 26, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 85,900 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: US 378
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 176.577, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 6897, Location: 1 MI W OF COLUMBIA (Lat: 33.996389, Lng: -81.059444), Route carried "under" structure: US 378, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 3%, Features Intersected: US 378, Facility Carried by Structure: SC 12
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 42.857, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 6897, Location: 1 MI W OF COLUMBIA (Lat: 33.996389, Lng: -81.059444), Route carried "under" structure: US 378, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 3%, Features Intersected: US 378, Facility Carried by Structure: SC 12
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 42.857, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 7002, Location: CITY OF WEST OF COLUMBIA (Lat: 33.993264, Lng: -81.068056), Route carried "under" structure: State highway 12, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,700 (year 2020), Truck Traffic: 3%, Features Intersected: SC 12
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 2.800, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 7002, Location: CITY OF WEST OF COLUMBIA (Lat: 33.993264, Lng: -81.068056), Route carried "under" structure: State highway 12, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,700 (year 2020), Truck Traffic: 3%, Features Intersected: SC 12
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 2.800, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)