Bridge Statistics for Irmo, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 249ft / 75.9mTotal length
- $4,966,000Total costs
- 352,775Total average daily traffic
- 30,762Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Irmo
- No street view available for this location
- New bridges - historical statistics
- 81950-1959
- 61970-1979
- 31980-1989
- 41990-1999
- 32000-2009
- 42010-2019
- Bridge Condition - Deck
- 21.7%Very good
- 52.2%Good
- 17.4%Satisfactory
- 4.3%Fair
- 4.3%Poor
- Bridge Condition - Superstructure
- 21.7%Very good
- 30.4%Good
- 17.4%Satisfactory
- 21.7%Fair
- 8.7%Poor
- Bridge Condition - Substructure
- 17.4%Very good
- 26.1%Good
- 26.1%Satisfactory
- 30.4%Fair
- Bridge Condition - Channel
- 85.0%Very good
- 10.0%Good
- 5.0%Poor
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Structure Number: 1742, Location: 1 MI SW OF IRMO (Lat: 34.077297, Lng: -81.205506), Route carried "on" structure: State highway 60, Year Built: 1950, Year Reconstructed: 2008, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15,600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 21,060 (year 2040), Design Load: HS 20, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.010, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 6.2 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: 4.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $46,000, Total Project Cost: $276,000 ( Estimate for 2021)
Structure Number: 1742, Location: 1 MI SW OF IRMO (Lat: 34.077297, Lng: -81.205506), Route carried "on" structure: State highway 60, Year Built: 1950, Year Reconstructed: 2008, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15,600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 21,060 (year 2040), Design Load: HS 20, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.010, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 6.2 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: 4.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $46,000, Total Project Cost: $276,000 ( Estimate for 2021)
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Structure Number: 2614, Location: 3 MI NE OF BALLENTINE (Lat: 34.161214, Lng: -81.203728), Route carried "on" structure: State highway 643, Year Built: 1957, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 832 (year 2040), Design Load: H 15, Features Intersected: HOLLINSHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.516, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 10.7 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: 6.2 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $90,000, Total Project Cost: $540,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2614, Location: 3 MI NE OF BALLENTINE (Lat: 34.161214, Lng: -81.203728), Route carried "on" structure: State highway 643, Year Built: 1957, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 832 (year 2040), Design Load: H 15, Features Intersected: HOLLINSHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.516, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 10.7 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: 6.2 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $90,000, Total Project Cost: $540,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2825, Location: 15MI NW OF COLUMBIA (Lat: 34.146003, Lng: -81.237919), Route carried "on" structure: US 176, Year Built: 1958, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 10,700 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 14,445 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-26
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 13.164, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: 28.8 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.88m (32.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2825, Location: 15MI NW OF COLUMBIA (Lat: 34.146003, Lng: -81.237919), Route carried "on" structure: US 176, Year Built: 1958, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 10,700 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 14,445 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-26
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 13.164, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: 28.8 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.88m (32.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2827, Location: 2 MI E OF BALLENTINE (Lat: 34.122419, Lng: -81.199044), Route carried "on" structure: State highway 58, Year Built: 1958, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,626 (year 2040), Design Load: HS 15, Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.538, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 10.7 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: 8.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, 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: 7.39m (24.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $234,000, Total Project Cost: $1,403,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2827, Location: 2 MI E OF BALLENTINE (Lat: 34.122419, Lng: -81.199044), Route carried "on" structure: State highway 58, Year Built: 1958, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,626 (year 2040), Design Load: HS 15, Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.538, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 10.7 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: 8.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, 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: 7.39m (24.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $234,000, Total Project Cost: $1,403,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3034, Location: 1 MI W OF IRMO (Lat: 34.087975, Lng: -81.198425), Route carried "on" structure: State highway 175, Year Built: 2014, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,880 (year 2040), Design Load: HL 93, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.263, 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: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3034, Location: 1 MI W OF IRMO (Lat: 34.087975, Lng: -81.198425), Route carried "on" structure: State highway 175, Year Built: 2014, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,880 (year 2040), Design Load: HL 93, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.263, 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: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3082, Location: 1 MI N OF IRMO (Lat: 34.099089, Lng: -81.174911), Route carried "on" structure: US 76, Year Built: 2002, Status: Open, Structure Length: 11.83m (38.81ft), Average Daily Traffic: 23,100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 31,185 (year 2041), Design Load: HS 25 or greater, Features Intersected: I-26
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 14.602, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.3 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: 27.2 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.83m (38.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3082, Location: 1 MI N OF IRMO (Lat: 34.099089, Lng: -81.174911), Route carried "on" structure: US 76, Year Built: 2002, Status: Open, Structure Length: 11.83m (38.81ft), Average Daily Traffic: 23,100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 31,185 (year 2041), Design Load: HS 25 or greater, Features Intersected: I-26
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 14.602, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.3 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: 27.2 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.83m (38.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3084, Location: 1.0 MI NE BALLENTINE (Lat: 34.136556, Lng: -81.217233), Route carried "on" structure: State highway 80, Year Built: 1959, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 5,800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 9,338 (year 2040), Design Load: HS 15, Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.115, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 24.0 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: 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: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $999,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,499,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3084, Location: 1.0 MI NE BALLENTINE (Lat: 34.136556, Lng: -81.217233), Route carried "on" structure: State highway 80, Year Built: 1959, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 5,800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 9,338 (year 2040), Design Load: HS 15, Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.115, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 24.0 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: 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: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $999,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,499,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 417, Location: 1 MI S OF IRMO (Lat: 34.066975, Lng: -81.183811), Route carried "on" structure: State highway 272, Year Built: 2003, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,635 (year 2040), Design Load: HS 25 or greater, Features Intersected: KOON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.544, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.3 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 417, Location: 1 MI S OF IRMO (Lat: 34.066975, Lng: -81.183811), Route carried "on" structure: State highway 272, Year Built: 2003, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,635 (year 2040), Design Load: HS 25 or greater, Features Intersected: KOON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.544, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.3 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4203, Location: 4 MI E OF BALLENTINE (Lat: 34.111886, Lng: -81.167306), Route carried "on" structure: State highway 1058, Year Built: 2015, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,050 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,344 (year 2040), Design Load: HL 93, Features Intersected: NICHOLAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.359, 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: 66.4 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: 51.2 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: Somewhat better than minimum adequacy, 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4203, Location: 4 MI E OF BALLENTINE (Lat: 34.111886, Lng: -81.167306), Route carried "on" structure: State highway 1058, Year Built: 2015, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,050 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,344 (year 2040), Design Load: HL 93, Features Intersected: NICHOLAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.359, 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: 66.4 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: 51.2 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: Somewhat better than minimum adequacy, 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4204, Location: 2 MI N OF IRMO (Lat: 34.111517, Lng: -81.173128), Route carried "on" structure: State highway 1058, Year Built: 2015, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,050 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,344 (year 2040), Design Load: HL 93, Features Intersected: NICHOLAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.935, 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: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very 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: 37.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4204, Location: 2 MI N OF IRMO (Lat: 34.111517, Lng: -81.173128), Route carried "on" structure: State highway 1058, Year Built: 2015, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,050 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,344 (year 2040), Design Load: HL 93, Features Intersected: NICHOLAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.935, 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: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very 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: 37.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6727, Location: 6 MI N OF LEXINGTON (Lat: 34.062322, Lng: -81.211369), Route carried "on" structure: State highway 271, Year Built: 1975, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,688 (year 2040), Design Load: H 10, Features Intersected: YOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.227, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 21.1 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: 16.2 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: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: December 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $24,000, Total Project Cost: $141,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6727, Location: 6 MI N OF LEXINGTON (Lat: 34.062322, Lng: -81.211369), Route carried "on" structure: State highway 271, Year Built: 1975, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,688 (year 2040), Design Load: H 10, Features Intersected: YOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.227, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 21.1 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: 16.2 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: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: December 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $24,000, Total Project Cost: $141,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6732, Location: 1 MI SE OF IRMO (Lat: 34.071667, Lng: -81.165000), Route carried "on" structure: County highway 3460, Year Built: 1975, 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: TRIB TO KINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 18.5 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: 14.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6732, Location: 1 MI SE OF IRMO (Lat: 34.071667, Lng: -81.165000), Route carried "on" structure: County highway 3460, Year Built: 1975, 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: TRIB TO KINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 18.5 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: 14.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6733, Location: 2 MI SW OF IRMO (Lat: 34.064167, Lng: -81.201389), Route carried "on" structure: County highway 3588, Year Built: 1975, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: H 10, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.858, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 18.1 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: 13.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $51,000, Total Project Cost: $306,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6733, Location: 2 MI SW OF IRMO (Lat: 34.064167, Lng: -81.201389), Route carried "on" structure: County highway 3588, Year Built: 1975, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: H 10, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.858, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 18.1 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: 13.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $51,000, Total Project Cost: $306,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6734, Location: TOWN OF IRMO (Lat: 34.084722, Lng: -81.176944), Route carried "on" structure: County highway 4932, Year Built: 1975, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 15, Features Intersected: KINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.375, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 16.2 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: 9.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, 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: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2020, Other Special Inspection Date: December 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $31,000, Total Project Cost: $186,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6734, Location: TOWN OF IRMO (Lat: 34.084722, Lng: -81.176944), Route carried "on" structure: County highway 4932, Year Built: 1975, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 15, Features Intersected: KINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.375, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 16.2 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: 9.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, 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: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2020, Other Special Inspection Date: December 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $31,000, Total Project Cost: $186,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6735, Location: 1 MI SE OF IRMO (Lat: 34.079722, Lng: -81.168889), Route carried "on" structure: County highway 4932, Year Built: 1975, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 15, Features Intersected: TRIB TO KINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.650, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 11.8m (38.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), 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: 6735, Location: 1 MI SE OF IRMO (Lat: 34.079722, Lng: -81.168889), Route carried "on" structure: County highway 4932, Year Built: 1975, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 15, Features Intersected: TRIB TO KINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.650, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 11.8m (38.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), 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: 6927, Location: 3 MI N OF IRMO (Lat: 34.138244, Lng: -81.183256), Route carried "on" structure: State highway 2396, Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,350 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,728 (year 2040), Design Load: HL 93, Features Intersected: BOOKMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.668, 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: 65.8 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: 50.9 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: Equal to present desirable criteria, 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6927, Location: 3 MI N OF IRMO (Lat: 34.138244, Lng: -81.183256), Route carried "on" structure: State highway 2396, Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,350 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,728 (year 2040), Design Load: HL 93, Features Intersected: BOOKMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.668, 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: 65.8 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: 50.9 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: Equal to present desirable criteria, 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 714, Location: 2 MI SW OF IRMO (Lat: 34.068972, Lng: -81.207300), Route carried "on" structure: State highway 271, Year Built: 1978, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,688 (year 2040), Design Load: H 15, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.115, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 14.6 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: 10.4 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $22,000, Total Project Cost: $129,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 714, Location: 2 MI SW OF IRMO (Lat: 34.068972, Lng: -81.207300), Route carried "on" structure: State highway 271, Year Built: 1978, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,688 (year 2040), Design Load: H 15, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.115, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 14.6 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: 10.4 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $22,000, Total Project Cost: $129,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7589, Location: 2 MI NW OF IRMO (Lat: 34.097222, Lng: -81.207500), Route carried "on" structure: County highway 5895, Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 96 (year 2040), Design Load: H 15, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 16.5 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: 11.7 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 7589, Location: 2 MI NW OF IRMO (Lat: 34.097222, Lng: -81.207500), Route carried "on" structure: County highway 5895, Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 96 (year 2040), Design Load: H 15, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 16.5 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: 11.7 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 7939, Location: 4 MI NE OF BALLENTINE (Lat: 34.152228, Lng: -81.182319), Route carried "on" structure: State highway 244, Year Built: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,152 (year 2040), Design Load: H 15, Features Intersected: HOLLINSHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 14.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7939, Location: 4 MI NE OF BALLENTINE (Lat: 34.152228, Lng: -81.182319), Route carried "on" structure: State highway 244, Year Built: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,152 (year 2040), Design Load: H 15, Features Intersected: HOLLINSHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 14.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7942, Location: 1 MI NW OF IRMO (Lat: 34.097611, Lng: -81.200364), Route carried "on" structure: State highway 1862, Year Built: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,520 (year 2040), Design Load: H 15, Features Intersected: TRIB TO RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 10.8m (35.4ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 29.2 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: 14.9 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $81,000, Total Project Cost: $486,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7942, Location: 1 MI NW OF IRMO (Lat: 34.097611, Lng: -81.200364), Route carried "on" structure: State highway 1862, Year Built: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,520 (year 2040), Design Load: H 15, Features Intersected: TRIB TO RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 10.8m (35.4ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 29.2 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: 14.9 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $81,000, Total Project Cost: $486,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8586, Location: 3 MI NE OF BALLENTINE (Lat: 34.157200, Lng: -81.217689), Route carried "on" structure: State highway 80, Year Built: 1992, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,127 (year 2040), Design Load: HS 20, Features Intersected: HOLLINSHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 17.8 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8586, Location: 3 MI NE OF BALLENTINE (Lat: 34.157200, Lng: -81.217689), Route carried "on" structure: State highway 80, Year Built: 1992, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,127 (year 2040), Design Load: HS 20, Features Intersected: HOLLINSHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 17.8 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9075, Location: 5 MI N OF IRMO (Lat: 34.154811, Lng: -81.188086), Route carried "on" structure: State highway 939, Year Built: 1996, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 25 or greater, Features Intersected: HOLLINSHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.270, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9075, Location: 5 MI N OF IRMO (Lat: 34.154811, Lng: -81.188086), Route carried "on" structure: State highway 939, Year Built: 1996, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 25 or greater, Features Intersected: HOLLINSHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.270, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9257, Location: 3 MI NE OF BALLENTINE (Lat: 34.146989, Lng: -81.194847), Route carried "on" structure: State highway 498, Year Built: 1997, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,923 (year 2040), Design Load: HS 20, Features Intersected: HOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9257, Location: 3 MI NE OF BALLENTINE (Lat: 34.146989, Lng: -81.194847), Route carried "on" structure: State highway 498, Year Built: 1997, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,923 (year 2040), Design Load: HS 20, Features Intersected: HOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9448, Location: 1 MI W IRMO (Lat: 34.079589, Lng: -81.202433), Route carried "on" structure: State highway 239, Year Built: 1999, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,920 (year 2040), Design Load: HS 25 or greater, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9448, Location: 1 MI W IRMO (Lat: 34.079589, Lng: -81.202433), Route carried "on" structure: State highway 239, Year Built: 1999, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,920 (year 2040), Design Load: HS 25 or greater, Features Intersected: RAWLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2825, Location: 15MI NW OF COLUMBIA (Lat: 34.146003, Lng: -81.237919), Route carried "under" structure: Interstate 26, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 50,400 (year 2021), Truck Traffic: 19%, Features Intersected: I-26, Facility Carried by Structure: US 176
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 155.382, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 2825, Location: 15MI NW OF COLUMBIA (Lat: 34.146003, Lng: -81.237919), Route carried "under" structure: Interstate 26, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 50,400 (year 2021), Truck Traffic: 19%, Features Intersected: I-26, Facility Carried by Structure: US 176
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 155.382, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 2827, Location: 2 MI E OF BALLENTINE (Lat: 34.122419, Lng: -81.199044), Route carried "under" structure: Interstate 26, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 59,600 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-40-58
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 159.888, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 2827, Location: 2 MI E OF BALLENTINE (Lat: 34.122419, Lng: -81.199044), Route carried "under" structure: Interstate 26, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 59,600 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-40-58
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 159.888, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 3082, Location: 1 MI N OF IRMO (Lat: 34.099089, Lng: -81.174911), Route carried "under" structure: Interstate 26, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 82,000 (year 2021), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: US 76/176
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 163.332, Lanes on structure: 8, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft)
Structure Number: 3082, Location: 1 MI N OF IRMO (Lat: 34.099089, Lng: -81.174911), Route carried "under" structure: Interstate 26, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 82,000 (year 2021), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: US 76/176
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 163.332, Lanes on structure: 8, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft)
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Structure Number: 3084, Location: 1.0 MI NE BALLENTINE (Lat: 34.136556, Lng: -81.217233), Route carried "under" structure: Interstate 26, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 59,600 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-40-80
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 157.571, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 3084, Location: 1.0 MI NE BALLENTINE (Lat: 34.136556, Lng: -81.217233), Route carried "under" structure: Interstate 26, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 59,600 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-40-80
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 157.571, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)