Bridge Statistics for Ridgeville, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 272,  Location: 9.5 MI NW OF SUMR'VL (Lat: 33.117867,  Lng: -80.307058),  Route carried "on" structure: US 78,  Year Built: 1928,  Year Reconstructed: 1934,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,006 (year 2040),  Features Intersected: TIMOTHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.766,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 30.1 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.84m (2.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 275,  Location: 6.8 MI NW OF SUMR'VL (Lat: 33.089169,  Lng: -80.265919),  Route carried "on" structure: US 78,  Year Built: 1928,  Year Reconstructed: 1934,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,050 (year 2041),  Features Intersected: GREAT CYPRESS SWAMP #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.792,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: 15.2 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: Equal to 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $177,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $266,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 337,  Location: 6.7 MI NW OF SUMMERVILLE (Lat: 33.088061,  Lng: -80.265508),  Route carried "on" structure: US 78,  Year Built: 1919,  Year Reconstructed: 1934,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,938 (year 2040),  Features Intersected: GREAT CYPRESS SWAMP #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.919,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Concrete,  Design/Construction: Mixed types,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.8 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: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 338,  Location: 6.6 MI NW OF SUMR'VL (Lat: 33.086694,  Lng: -80.264983),  Route carried "on" structure: US 78,  Year Built: 1919,  Year Reconstructed: 1934,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,150 (year 2041),  Features Intersected: GREAT CYPRESS SWAMP #4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.080,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $405,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $608,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 339,  Location: 6.4 MI NW OF SUMMERVILLE (Lat: 33.084197,  Lng: -80.264011),  Route carried "on" structure: US 78,  Year Built: 1919,  Year Reconstructed: 1934,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,150 (year 2041),  Features Intersected: GREAT CYPRESS SWAMP #6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.385,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 16.8 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: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $276,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031,  Location: 2 MI S OF RIDGEVILLE (Lat: 33.062300,  Lng: -80.315394),  Route carried "on" structure: State highway 27,  Year Built: 1940,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 7,200 (year 2040),  Features Intersected: CAPTAINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.281,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 28.2 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: 21.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 1454,  Location: 3.8 MI NW OF RIDGEVILLE (Lat: 33.141644,  Lng: -80.348372),  Route carried "on" structure: US 78,  Year Built: 1948,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 7,900 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,746 (year 2040),  Design Load: HS 15,  Features Intersected: FOUR HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.985,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.5 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: 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.38m (40.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,567,000,  Roadway Improvement Cost: $392,000,  Total Project Cost: $2,351,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1455,  Location: 3.7 MI NW OF RIDGEVILLE (Lat: 33.139242,  Lng: -80.339197),  Route carried "on" structure: US 78,  Year Built: 2017,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 7,900 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,746 (year 2040),  Design Load: HL 93,  Features Intersected: FOUR HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.868,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  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: 49.2 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: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 minimum criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  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: 1952,  Location: 1.2 MI SW RIDGEVILLE (Lat: 33.080217,  Lng: -80.325958),  Route carried "on" structure: State highway 174,  Year Built: 2005,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 350 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 448 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB TO CAPTAINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.158,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.2 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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2032,  Location: 2.2 MI SW RIDGEVILLE (Lat: 33.061725,  Lng: -80.329464),  Route carried "on" structure: State highway 174,  Year Built: 2005,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 350 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 448 (year 2040),  Design Load: HL 93,  Features Intersected: CAPTAINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.262,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3187,  Location: 13 MI NW OF SUMMERVILLE (Lat: 33.131122,  Lng: -80.298219),  Route carried "on" structure: Interstate 26,  Year Built: 1960,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 43,400 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 69,440 (year 2040),  Design Load: HS 20,  Features Intersected: TIMOTHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 302.433,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  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 minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 3188,  Location: 12 MI NW OF SUMMERVILLE (Lat: 33.128000,  Lng: -80.291739),  Route carried "on" structure: Interstate 26,  Year Built: 1960,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 43,400 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 69,440 (year 2040),  Design Load: HS 20,  Features Intersected: TIMOTHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 303.337,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 3194,  Location: 12 MI NW OF SUMMERVILLE (Lat: 33.131628,  Lng: -80.297900),  Route carried "on" structure: State highway 1251,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 125 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: HS 20,  Features Intersected: TIMOTHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.348,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.4 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 3594,  Location: 14.8 MI SW MONCKS CRN (Lat: 33.098806,  Lng: -80.240028),  Route carried "on" structure: Interstate 26,  Year Built: 1961,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 22,400 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 33,824 (year 2040),  Design Load: H 20,  Features Intersected: CYPRESS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 309.120,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.9 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: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.39m (24.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $741,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3595,  Location: 14.8MI SW MONCKS CRN (Lat: 33.099056,  Lng: -80.239806),  Route carried "on" structure: Interstate 26,  Year Built: 1961,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 22,400 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 33,824 (year 2040),  Design Load: HS 20,  Features Intersected: CYPRESS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 309.054,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.9 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: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.39m (24.25ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $741,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3596,  Location: 14MI NW SUMMERVILLE (Lat: 33.137067,  Lng: -80.310286),  Route carried "on" structure: State highway 27,  Year Built: 1961,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 2,600 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,796 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-26
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.843,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 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: 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.99m (26.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3598,  Location: 14 MI SW MONCKS CORNER (Lat: 33.112056,  Lng: -80.261775),  Route carried "on" structure: State highway 32,  Year Built: 1961,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 1,600 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,336 (year 2040),  Design Load: HS 15,  Features Intersected: I-26
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 9.608,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.8 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: 23.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.99m (26.21ft),  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: 3632,  Location: 14.3 MI SE ST GEORGE (Lat: 33.146875,  Lng: -80.330903),  Route carried "on" structure: Interstate 26,  Year Built: 1961,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 19,150 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 30,640 (year 2040),  Design Load: HS 20,  Features Intersected: FOUR HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.715,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 48.0 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: 36.9 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: Somewhat better than minimum adequacy,  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: 22.86m (75.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3633,  Location: 14.3 MI SE ST GEORGE (Lat: 33.147147,  Lng: -80.330736),  Route carried "on" structure: Interstate 26,  Year Built: 1961,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 19,150 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 30,640 (year 2040),  Design Load: HS 20,  Features Intersected: FOUR HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.694,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.0 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: 36.9 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 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: 22.86m (75.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4308,  Location: 3.4 MI SW RIDGEVILLE (Lat: 33.085789,  Lng: -80.376181),  Route carried "on" structure: State highway 56,  Year Built: 1964,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 730 (year 2040),  Design Load: H 15,  Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.972,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.1 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: 23.3 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 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: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $225,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4309,  Location: 3.2 MI SW RIDGEVILLE (Lat: 33.084744,  Lng: -80.373522),  Route carried "on" structure: State highway 56,  Year Built: 1964,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 730 (year 2040),  Design Load: H 15,  Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.251,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.8 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: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $225,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5036,  Location: FOUR HOLE SWAMP #2 (Lat: 33.087558,  Lng: -80.381131),  Route carried "on" structure: State highway 56,  Year Built: 1967,  Status: Posted for load,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 730 (year 2040),  Design Load: H 10,  Features Intersected: FOUR HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.396,  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: 25,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 11.3 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: 8.7 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 replacement,  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: > 39.9% below),  Length Of Structure Improvement: 12.41m (40.72ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 735,  Location: 2 MI S RIDGEVILLE (Lat: 33.085697,  Lng: -80.363653),  Route carried "on" structure: State highway 349,  Year Built: 1980,  Status: Open,  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: TRIB TO FOUR HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 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 minimum 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: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8634,  Location: 11 MI NW OF SUMMERVILLE (Lat: 33.067117,  Lng: -80.357689),  Route carried "on" structure: State highway 136,  Year Built: 1994,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 475 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 660 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CAPTAINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.434,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8635,  Location: 3.5 MI SW RIDGEVILLE (Lat: 33.045986,  Lng: -80.344761),  Route carried "on" structure: County highway 136,  Year Built: 1993,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 256 (year 2040),  Design Load: HS 20,  Features Intersected: CAPTAINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.705,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 97.2 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: 88.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 10269,  Location: 10 MI W OF GOOSE CREEK (Lat: 33.122103,  Lng: -80.275769),  Route carried "on" structure: Ramp Interstate 26,  Year Built: 2019,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 932 (year 2040),  Design Load: HL 93,  Features Intersected: RAMP ON I-26 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 304.609,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.7 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: 31.8 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1027,  Location: 10 MI W OF GOOSE CREEK (Lat: 33.120594,  Lng: -80.276175),  Route carried "on" structure: Ramp Interstate 26,  Year Built: 2019,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 932 (year 2040),  Design Load: HL 93,  Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 304.589,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.8 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10271,  Location: 10 MI W OF GOOSE CREEK (Lat: 33.121217,  Lng: -80.277308),  Route carried "on" structure: Ramp Interstate 26,  Year Built: 2019,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 1,050 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,447 (year 2040),  Design Load: HL 93,  Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 305.700,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3596,  Location: 14MI NW SUMMERVILLE (Lat: 33.137067,  Lng: -80.310286),  Route carried "under" structure: Interstate 26,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 38,300 (year 2020),  Truck Traffic: 19%,  Features Intersected: I-26,  Facility Carried by Structure: SC 27
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 301.559,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 3598,  Location: 14 MI SW MONCKS CORNER (Lat: 33.112056,  Lng: -80.261775),  Route carried "under" structure: Interstate 26,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 2020),  Truck Traffic: 19%,  Features Intersected: I-26,  Facility Carried by Structure: S-8-32
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 306.870,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 10269,  Location: 10 MI W OF GOOSE CREEK (Lat: 33.122103,  Lng: -80.275769),  Route carried "under" structure: Interstate 26,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 2020),  Truck Traffic: 19%,  Features Intersected: RAMP ON I-26 EB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 305.096,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 10271,  Location: 10 MI W OF GOOSE CREEK (Lat: 33.121217,  Lng: -80.277308),  Route carried "under" structure: Interstate 26,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 2020),  Truck Traffic: 19%,  Features Intersected: I-26
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 305.244,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)