Bridge Statistics for Clemson, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 535ft / 163mTotal length
- $8,051,000Total costs
- 267,200Total average daily traffic
- 14,432Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Clemson
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 121960-1969
- 11980-1989
- 11990-1999
- 82000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 31990-1999
- Bridge Condition - Deck
- 35.0%Very good
- 40.0%Good
- 5.0%Satisfactory
- 15.0%Fair
- 5.0%Poor
- Bridge Condition - Superstructure
- 50.0%Very good
- 35.0%Good
- 5.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 60.0%Very good
- 15.0%Good
- 15.0%Satisfactory
- 5.0%Fair
- 5.0%Poor
- Bridge Condition - Channel
- 73.3%Very good
- 20.0%Good
- 6.7%Satisfactory
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Structure Number: 1757, Location: 2.3MI NE CLEMSON (Lat: 34.701731, Lng: -82.807425), Route carried "on" structure: County highway 512, Year Built: 2007, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 306 (year 2040), Design Load: HS 25 or greater, Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.839, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 7.8m (25.6ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 66.1m (216.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.3 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: 45.7 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1757, Location: 2.3MI NE CLEMSON (Lat: 34.701731, Lng: -82.807425), Route carried "on" structure: County highway 512, Year Built: 2007, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 306 (year 2040), Design Load: HS 25 or greater, Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.839, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 7.8m (25.6ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 66.1m (216.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.3 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: 45.7 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 185, Location: 1.4MI N PENDLETON (Lat: 34.672764, Lng: -82.787575), Route carried "on" structure: State highway 140, Year Built: 2008, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,496 (year 2040), Design Load: HS 25 or greater, Features Intersected: 18 MI. CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.314, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 46.7 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: 26.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 185, Location: 1.4MI N PENDLETON (Lat: 34.672764, Lng: -82.787575), Route carried "on" structure: State highway 140, Year Built: 2008, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,496 (year 2040), Design Load: HS 25 or greater, Features Intersected: 18 MI. CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.314, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 46.7 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: 26.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1982, Location: 1.7MI NE SPARTANBURG (Lat: 34.969822, Lng: -81.911867), Route carried "on" structure: State highway 44, Year Built: 1953, Year Reconstructed: 1997, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 21,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,030 (year 2040), Design Load: HS 20, Features Intersected: LAWSONS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.696, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 30.8 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: 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: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1982, Location: 1.7MI NE SPARTANBURG (Lat: 34.969822, Lng: -81.911867), Route carried "on" structure: State highway 44, Year Built: 1953, Year Reconstructed: 1997, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 21,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,030 (year 2040), Design Load: HS 20, Features Intersected: LAWSONS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.696, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 30.8 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: 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: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2409, Location: 1.5MI N OF CLEMSON (Lat: 34.713483, Lng: -82.831631), Route carried "on" structure: State highway 133, Year Built: 2008, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 9,639 (year 2040), Design Load: HS 25 or greater, Features Intersected: TWELVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), 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: 73.9 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: 38.2 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.44m (40.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2409, Location: 1.5MI N OF CLEMSON (Lat: 34.713483, Lng: -82.831631), Route carried "on" structure: State highway 133, Year Built: 2008, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 9,639 (year 2040), Design Load: HS 25 or greater, Features Intersected: TWELVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), 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: 73.9 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: 38.2 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.44m (40.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2813, Location: 1MI NW OF CLEMSON (Lat: 34.692786, Lng: -82.850614), Route carried "on" structure: US 76, Year Built: 1958, Status: Open, Structure Length: 24.08m (79.00ft), Average Daily Traffic: 29,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 42,485 (year 2040), Design Load: HS 20, Features Intersected: SENECA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 10, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.2 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: 20.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.08m (79.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2813, Location: 1MI NW OF CLEMSON (Lat: 34.692786, Lng: -82.850614), Route carried "on" structure: US 76, Year Built: 1958, Status: Open, Structure Length: 24.08m (79.00ft), Average Daily Traffic: 29,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 42,485 (year 2040), Design Load: HS 20, Features Intersected: SENECA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 10, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.2 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: 20.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.08m (79.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2814, Location: 1.5 MI E OF CLEMSON (Lat: 34.680761, Lng: -82.821469), Route carried "on" structure: State highway 93, Year Built: 2001, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 26,670 (year 2040), Design Load: HS 20, Features Intersected: US 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.3 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: 46.7 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2814, Location: 1.5 MI E OF CLEMSON (Lat: 34.680761, Lng: -82.821469), Route carried "on" structure: State highway 93, Year Built: 2001, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 26,670 (year 2040), Design Load: HS 20, Features Intersected: US 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.3 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: 46.7 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2815, Location: 2.5 MI SE CLEMSON (Lat: 34.669722, Lng: -82.795444), Route carried "on" structure: State highway 30, Year Built: 1958, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,120 (year 2040), Design Load: H 10, Features Intersected: TRIB TO 18 MILE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.535, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 19.1 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: 14.6 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 23 months, Inspection Date: December 2020, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $70,000, Total Project Cost: $420,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2815, Location: 2.5 MI SE CLEMSON (Lat: 34.669722, Lng: -82.795444), Route carried "on" structure: State highway 30, Year Built: 1958, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,120 (year 2040), Design Load: H 10, Features Intersected: TRIB TO 18 MILE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.535, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 19.1 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: 14.6 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 23 months, Inspection Date: December 2020, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $70,000, Total Project Cost: $420,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3444, Location: 2.2MI SE OF CLEMSON (Lat: 34.657408, Lng: -82.812467), Route carried "on" structure: US 76, Year Built: 1960, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 29,920 (year 2040), Design Load: HS 20, Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.318, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.9 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: 46.3 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: Equal to 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: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3444, Location: 2.2MI SE OF CLEMSON (Lat: 34.657408, Lng: -82.812467), Route carried "on" structure: US 76, Year Built: 1960, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 29,920 (year 2040), Design Load: HS 20, Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.318, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.9 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: 46.3 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: Equal to 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: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3716, Location: 1.0 MI W OF CLEMSON (Lat: 34.681092, Lng: -82.856356), Route carried "on" structure: State highway 4, Year Built: 1961, Year Reconstructed: 2004, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,429 (year 2040), Design Load: H 15, Features Intersected: SENECA RIVER, Facility Carried by Structure: SC 93 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.033, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 10 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 or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 34.7 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: 12.3 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.98m (72.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $2,406,000, Roadway Improvement Cost: $602,000, Total Project Cost: $3,609,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3716, Location: 1.0 MI W OF CLEMSON (Lat: 34.681092, Lng: -82.856356), Route carried "on" structure: State highway 4, Year Built: 1961, Year Reconstructed: 2004, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,429 (year 2040), Design Load: H 15, Features Intersected: SENECA RIVER, Facility Carried by Structure: SC 93 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.033, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 10 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 or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 34.7 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: 12.3 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.98m (72.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $2,406,000, Roadway Improvement Cost: $602,000, Total Project Cost: $3,609,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3717, Location: 5 MI SE SENECA (Lat: 34.644108, Lng: -82.874447), Route carried "on" structure: State highway 65, Year Built: 1961, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,526 (year 2040), Design Load: HS 15, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.473, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Poor, 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: 34.7 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.69m (38.35ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $132,000, Total Project Cost: $791,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3717, Location: 5 MI SE SENECA (Lat: 34.644108, Lng: -82.874447), Route carried "on" structure: State highway 65, Year Built: 1961, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,526 (year 2040), Design Load: HS 15, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.473, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Poor, 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: 34.7 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.69m (38.35ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $132,000, Total Project Cost: $791,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 372, Location: 5 MI E SENECA (Lat: 34.669614, Lng: -82.870803), Route carried "on" structure: State highway 210, Year Built: 1961, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,044 (year 2040), Design Load: HS 15, Features Intersected: SENECA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.557, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.7 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: 25.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 372, Location: 5 MI E SENECA (Lat: 34.669614, Lng: -82.870803), Route carried "on" structure: State highway 210, Year Built: 1961, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,044 (year 2040), Design Load: HS 15, Features Intersected: SENECA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.557, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.7 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: 25.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3943, Location: 2 MI S CLEMSON (Lat: 34.653358, Lng: -82.851208), Route carried "on" structure: State highway 37, Year Built: 1962, Status: Open, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 7,200 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,152 (year 2040), Design Load: HS 15, Features Intersected: SENECA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.721, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 52.2 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: 29.5 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.25m (56.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $1,218,000, Roadway Improvement Cost: $305,000, Total Project Cost: $1,827,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3943, Location: 2 MI S CLEMSON (Lat: 34.653358, Lng: -82.851208), Route carried "on" structure: State highway 37, Year Built: 1962, Status: Open, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 7,200 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,152 (year 2040), Design Load: HS 15, Features Intersected: SENECA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.721, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 52.2 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: 29.5 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.25m (56.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $1,218,000, Roadway Improvement Cost: $305,000, Total Project Cost: $1,827,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3961, Location: TOWN OF CLEMSON (Lat: 34.686842, Lng: -82.813964), Route carried "on" structure: State highway 93, Year Built: 2001, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 26,670 (year 2040), Design Load: HS 25 or greater, Features Intersected: US 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.956, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3961, Location: TOWN OF CLEMSON (Lat: 34.686842, Lng: -82.813964), Route carried "on" structure: State highway 93, Year Built: 2001, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 26,670 (year 2040), Design Load: HS 25 or greater, Features Intersected: US 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.956, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3965, Location: 3.0 MI E CLEMSON (Lat: 34.688092, Lng: -82.788158), Route carried "on" structure: State highway 30, Year Built: 1962, Year Reconstructed: 1980, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,475 (year 2040), Design Load: HS 15, Features Intersected: US 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.113, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 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: 18.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.64m (25.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $70,000, Total Project Cost: $417,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3965, Location: 3.0 MI E CLEMSON (Lat: 34.688092, Lng: -82.788158), Route carried "on" structure: State highway 30, Year Built: 1962, Year Reconstructed: 1980, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,475 (year 2040), Design Load: HS 15, Features Intersected: US 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.113, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 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: 18.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.64m (25.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $70,000, Total Project Cost: $417,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3973, Location: 1.0 MI E CLEMSON (Lat: 34.686522, Lng: -82.800000), Route carried "on" structure: State highway 271, Year Built: 1962, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,437 (year 2040), Design Load: HS 15, Features Intersected: US 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 40.2 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: 30.8 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 minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.91m (22.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $78,000, Total Project Cost: $467,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3973, Location: 1.0 MI E CLEMSON (Lat: 34.686522, Lng: -82.800000), Route carried "on" structure: State highway 271, Year Built: 1962, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,437 (year 2040), Design Load: HS 15, Features Intersected: US 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 40.2 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: 30.8 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 minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.91m (22.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $78,000, Total Project Cost: $467,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3974, Location: 3.0 MI-S-CENTRAL (Lat: 34.691267, Lng: -82.781731), Route carried "on" structure: County highway 415, Year Built: 1962, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 10, Features Intersected: TRIB TO 18 MI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 17.8 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: 13.6 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3974, Location: 3.0 MI-S-CENTRAL (Lat: 34.691267, Lng: -82.781731), Route carried "on" structure: County highway 415, Year Built: 1962, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 10, Features Intersected: TRIB TO 18 MI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 17.8 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: 13.6 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4192, Location: 2.5MI S OF CENTRAL (Lat: 34.691467, Lng: -82.781917), Route carried "on" structure: US 123, Year Built: 1963, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 22,064 (year 2040), Design Load: H 15, Features Intersected: TRIB TO 18 MI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.526, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 52.5 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: 40.5 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 4192, Location: 2.5MI S OF CENTRAL (Lat: 34.691467, Lng: -82.781917), Route carried "on" structure: US 123, Year Built: 1963, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 22,064 (year 2040), Design Load: H 15, Features Intersected: TRIB TO 18 MI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.526, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 52.5 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: 40.5 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 5371, Location: IN CLEMSON (Lat: 34.696372, Lng: -82.827900), Route carried "on" structure: County highway 517, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: H 15, Features Intersected: TRIB TO HARTWELL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.517, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 10.0m (32.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 14.3 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: 7.5 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: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $39,000, Total Project Cost: $236,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5371, Location: IN CLEMSON (Lat: 34.696372, Lng: -82.827900), Route carried "on" structure: County highway 517, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: H 15, Features Intersected: TRIB TO HARTWELL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.517, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 10.0m (32.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 14.3 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: 7.5 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: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $39,000, Total Project Cost: $236,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7399, Location: 2.0 MI S CENTRAL (Lat: 34.694264, Lng: -82.782564), Route carried "on" structure: State highway 62, Year Built: 1980, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,072 (year 2040), Design Load: H 15, Features Intersected: TRIB TO 18 MI.CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.397, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 20.1 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: 13.3 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $29,000, Total Project Cost: $173,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7399, Location: 2.0 MI S CENTRAL (Lat: 34.694264, Lng: -82.782564), Route carried "on" structure: State highway 62, Year Built: 1980, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,072 (year 2040), Design Load: H 15, Features Intersected: TRIB TO 18 MI.CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.397, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 20.1 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: 13.3 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $29,000, Total Project Cost: $173,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9647, Location: 3 MI WEST OF CENTRAL (Lat: 34.725781, Lng: -82.832036), Route carried "on" structure: County highway 532, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO LAKE HARTWELL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 19.8 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: 10.7 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $19,000, Total Project Cost: $111,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9647, Location: 3 MI WEST OF CENTRAL (Lat: 34.725781, Lng: -82.832036), Route carried "on" structure: County highway 532, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO LAKE HARTWELL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 19.8 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: 10.7 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $19,000, Total Project Cost: $111,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9765, Location: 1.0 MI W OF CLEMSON (Lat: 34.681156, Lng: -82.856247), Route carried "on" structure: State highway 4, Year Built: 2004, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,429 (year 2040), Design Load: HS 20, Features Intersected: SENECA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 37.6 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 21.34m (70.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9765, Location: 1.0 MI W OF CLEMSON (Lat: 34.681156, Lng: -82.856247), Route carried "on" structure: State highway 4, Year Built: 2004, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,429 (year 2040), Design Load: HS 20, Features Intersected: SENECA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 37.6 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 21.34m (70.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2814, Location: 1.5 MI E OF CLEMSON (Lat: 34.680761, Lng: -82.821469), Route carried "under" structure: US 76, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 15,900 (year 2020), Truck Traffic: 5%, Features Intersected: US 76, Facility Carried by Structure: SC 93
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 3.315, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 2814, Location: 1.5 MI E OF CLEMSON (Lat: 34.680761, Lng: -82.821469), Route carried "under" structure: US 76, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 15,900 (year 2020), Truck Traffic: 5%, Features Intersected: US 76, Facility Carried by Structure: SC 93
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 3.315, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 3961, Location: TOWN OF CLEMSON (Lat: 34.686842, Lng: -82.813964), Route carried "under" structure: US 123, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 27,300 (year 2020), Truck Traffic: 11%, Features Intersected: US 123, Facility Carried by Structure: SC 93
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 3.412, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: 3961, Location: TOWN OF CLEMSON (Lat: 34.686842, Lng: -82.813964), Route carried "under" structure: US 123, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 27,300 (year 2020), Truck Traffic: 11%, Features Intersected: US 123, Facility Carried by Structure: SC 93
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 3.412, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
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Structure Number: 3965, Location: 3.0 MI E CLEMSON (Lat: 34.688092, Lng: -82.788158), Route carried "under" structure: US 123, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2020), Truck Traffic: 6%, Features Intersected: US 123, Facility Carried by Structure: S-39-30
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 5.826, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 3965, Location: 3.0 MI E CLEMSON (Lat: 34.688092, Lng: -82.788158), Route carried "under" structure: US 123, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2020), Truck Traffic: 6%, Features Intersected: US 123, Facility Carried by Structure: S-39-30
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 5.826, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 3973, Location: 1.0 MI E CLEMSON (Lat: 34.686522, Lng: -82.800000), Route carried "under" structure: US 123, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2020), Truck Traffic: 6%, Features Intersected: US 123, Facility Carried by Structure: S-39-271
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 4.715, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 3973, Location: 1.0 MI E CLEMSON (Lat: 34.686522, Lng: -82.800000), Route carried "under" structure: US 123, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2020), Truck Traffic: 6%, Features Intersected: US 123, Facility Carried by Structure: S-39-271
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 4.715, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)