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


  • National Bridge Inventory (NBI) Statistics
  • 65Number of bridges
  • 1,148ft / 350mTotal length
  • $20,993,000Total costs
  • 509,660Total average daily traffic
  • 68,615Total average daily truck traffic
  • 756,004Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Lugoff
  • No street view available for this location

New bridges in Lugoff, SC - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 21920-1929
  • 31930-1939
  • 11940-1949
  • 151950-1959
  • 121960-1969
  • 81970-1979
  • 81990-1999
  • 112000-2009
  • 42010-2018
Reconstructed bridges in Lugoff, SC - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21960-1969
  • 11970-1979
Average Bridge Daily Traffic in Lugoff, SC
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 19.6%Very good
  • 41.2%Good
  • 19.6%Satisfactory
  • 15.7%Fair
  • 3.9%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 23.5%Very good
  • 29.4%Good
  • 23.5%Satisfactory
  • 15.7%Fair
  • 7.8%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 27.5%Very good
  • 37.3%Good
  • 13.7%Satisfactory
  • 13.7%Fair
  • 7.8%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 55.1%Very good
  • 20.4%Good
  • 14.3%Satisfactory
  • 10.2%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 9.1%Very good
  • 45.5%Good
  • 45.5%Satisfactory
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Structure Number: 244,  Location: 1.7 MI S YORK (Lat: 34.981556,  Lng: -81.272569),  Route carried "on" structure: State highway 49,  Year Built: 1926,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 3,800 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,042 (year 2037),  Design Load: H 20,  Features Intersected: ROSS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.473,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 15.80m (51.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2018
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Structure Number: 271,  Location: 10 MI SE OF ST GEORGE (Lat: 33.143744,  Lng: -80.410764),  Route carried "on" structure: US 78,  Year Built: 1928,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 5,900 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,266 (year 2037),  Design Load: HS 20,  Features Intersected: COLDWATER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.579,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2018
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Structure Number: 427,  Location: TOWN OF LUGOFF (Lat: 34.210728,  Lng: -80.686961),  Route carried "on" structure: US 601,  Year Built: 2003,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 8,700 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,659 (year 2037),  Design Load: HS 20,  Features Intersected: S.C.L. RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.972,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 57.60m (188.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8,  Location: 4 MI SW OF CAMDEN (Lat: 34.193189,  Lng: -80.687481),  Route carried "on" structure: US 601,  Year Built: 1937,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 17,900 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,640 (year 2037),  Design Load: HS 20,  Features Intersected: GILLIES DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.768,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 3.2m (10.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018
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Structure Number: 935,  Location: 4.5 MI SW OF GREER (Lat: 34.925783,  Lng: -82.302828),  Route carried "on" structure: US 29,  Year Built: 1939,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 38,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 55,100 (year 2037),  Design Load: HS 20,  Features Intersected: ENOREE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.905,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 354.0m (1,161.4ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 35.6m (116.8ft),  Out-to-Out Width: 39.3m (128.9ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 83.40m (273.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $1,197,000,  Roadway Improvement Cost: $299,000,  Total Project Cost: $1,796,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 962,  Location: 5.5MI SE NORWAY (Lat: 33.407500,  Lng: -81.092469),  Route carried "on" structure: State highway 162,  Year Built: 1939,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 100 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 139 (year 2037),  Design Load: H 15,  Features Intersected: SCRATCHNOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.887,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.40m (34.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016
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Structure Number: 1379,  Location: 4 MI NE OF ELGIN SC (Lat: 34.237053,  Lng: -80.741267),  Route carried "on" structure: State highway 34,  Year Built: 1947,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 4,700 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,520 (year 2037),  Design Load: HS 15,  Features Intersected: TWENTY & FIVE MI. CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.799,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  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: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 75.80m (248.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Bridge Improvement Cost: $830,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $1,245,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2381,  Location: 3MI NW LUGOFF (Lat: 34.264628,  Lng: -80.716439),  Route carried "on" structure: State highway 128,  Year Built: 1956,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 720 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 922 (year 2037),  Design Load: H 10,  Features Intersected: HORSE HEAD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.215,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2382,  Location: 5 MI W LUGOFF (Lat: 34.235853,  Lng: -80.775389),  Route carried "on" structure: State highway 129,  Year Built: 1956,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 420 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 538 (year 2037),  Design Load: H 10,  Features Intersected: BR OF 25-MILE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.258,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.10m (56.10ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2441,  Location: 3.2 MI W HICKORY GROVE (Lat: 34.986483,  Lng: -81.471708),  Route carried "on" structure: State highway 816,  Year Built: 1956,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 53 (year 2017),  Average Future Daily Traffic: 68 (year 2037),  Design Load: H 15,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.964,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 desirable criteria,  Length Of Structure Improvement: 35.70m (117.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $120,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2568,  Location: 3MI NW LUGOFF (Lat: 34.243169,  Lng: -80.739772),  Route carried "on" structure: State highway 97,  Year Built: 1957,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 390 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 499 (year 2037),  Design Load: H 10,  Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.525,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 38.40m (125.98ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2644,  Location: 3.7MI NW OF ANDERSON (Lat: 34.535914,  Lng: -82.698483),  Route carried "on" structure: State highway 28,  Year Built: 2002,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 20,100 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,924 (year 2037),  Design Load: HS 20,  Features Intersected: C & NW RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.748,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 74.10m (243.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2703,  Location: 4 MI SW COTTAGEVILLE (Lat: 32.879678,  Lng: -80.498550),  Route carried "on" structure: State highway 45,  Year Built: 2006,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,050 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,533 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: BAPTIST CHURCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.107,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  Length Of Structure Improvement: 20.10m (65.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2741,  Location: 3.2 MI SE OF GREENWOOD (Lat: 34.147047,  Lng: -82.144131),  Route carried "on" structure: US 221,  Year Built: 1958,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 4,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,640 (year 2037),  Design Load: HS 15,  Features Intersected: C S X RWY (ABAND)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.505,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.20m (138.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $312,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2757,  Location: 17.4 MI W OF RIDGELAND (Lat: 32.558544,  Lng: -81.258019),  Route carried "on" structure: State highway 119,  Year Built: 1958,  Status: Open,  Structure Length: 31.09m (102.00ft),  Average Daily Traffic: 1,650 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,624 (year 2037),  Design Load: HS 15,  Features Intersected: BLACK SWAMP (NO. 1)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.123,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 34,  Length of Maximum Span: 9.1m (29.9ft),  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: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 310.90m (1020.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2761,  Location: 4MI S OF CAMDEN (Lat: 34.189417,  Lng: -80.579967),  Route carried "on" structure: US 521,  Year Built: 1958,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,400 (year 2037),  Design Load: H 20,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.987,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 1.3m (4.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 15.50m (50.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018
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Structure Number: 2762,  Location: 10MI S KERSHAW (Lat: 34.437589,  Lng: -80.578933),  Route carried "on" structure: State highway 40,  Year Built: 1958,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 300 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 438 (year 2037),  Design Load: H 10,  Features Intersected: GRANNYS QUARTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.137,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 18.30m (60.04ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2765,  Location: 10MI N ELGIN (Lat: 34.313892,  Lng: -80.792236),  Route carried "on" structure: State highway 303,  Year Built: 2007,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 300 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 384 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SAWNEYS CREEK #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.142,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2766,  Location: 7MI NW KERSHAW (Lat: 34.582286,  Lng: -80.457019),  Route carried "on" structure: State highway 305,  Year Built: 1958,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 270 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 346 (year 2037),  Design Load: H 10,  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.549,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  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: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 18.30m (60.04ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2772,  Location: 15.1 MI NW OF LAURENS (Lat: 34.668628,  Lng: -82.181722),  Route carried "on" structure: Interstate 385,  Year Built: 1958,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 42,400 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 60,632 (year 2037),  Design Load: HS 20,  Features Intersected: SC 14 CSX RR CO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.604,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 99.10m (325.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2773,  Location: 8.2 MI NE OF LAURENS (Lat: 34.514075,  Lng: -81.873131),  Route carried "on" structure: Interstate 385,  Year Built: 1958,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 10,900 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,075 (year 2037),  Design Load: HS 20,  Features Intersected: BEARDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.368,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.90m (62.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $95,000 ( Estimate for 2018)
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Structure Number: 2781,  Location: 5.0 MI NW CLINTON (Lat: 34.531169,  Lng: -81.932164),  Route carried "on" structure: State highway 53,  Year Built: 1958,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 325 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 475 (year 2037),  Design Load: HS 15,  Features Intersected: I-385
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.507,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 66.80m (219.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2784,  Location: 6.3 MI NW LAURENS (Lat: 34.560464,  Lng: -82.098300),  Route carried "on" structure: State highway 255,  Year Built: 1958,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 126 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 161 (year 2037),  Design Load: H 10,  Features Intersected: NORTH LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.984,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: 7.7m (25.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 9.10m (29.86ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2785,  Location: 6.7 MI NE LAURENS (Lat: 34.595119,  Lng: -82.028464),  Route carried "on" structure: State highway 267,  Year Built: 1958,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 126 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 161 (year 2037),  Design Load: H 10,  Features Intersected: GRANNY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.644,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 0.8m (2.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 20.60m (67.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $69,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2787,  Location: 5MI NE OF LYNCHBURG (Lat: 34.065364,  Lng: -80.064514),  Route carried "on" structure: US 76,  Year Built: 1958,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,500 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,975 (year 2037),  Design Load: H 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.369,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 9.80m (32.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2018
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Structure Number: 2788,  Location: 8 MI W BISHOPVILLE (Lat: 34.223017,  Lng: -80.369836),  Route carried "on" structure: State highway 36,  Year Built: 2017,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 450 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 657 (year 2037),  Design Load: HS 20,  Features Intersected: UNNAMED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.336,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3676,  Location: 5MI NW LUGOFF (Lat: 34.283503,  Lng: -80.715461),  Route carried "on" structure: State highway 129,  Year Built: 2011,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 420 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 538 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: HORSE HEAD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.254,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.50m (100.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4559,  Location: 22.5MI NW OF LORIS (Lat: 34.180433,  Lng: -79.046397),  Route carried "on" structure: State highway 9,  Year Built: 1965,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 3,900 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,786 (year 2037),  Design Load: H 20,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.095,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.20m (43.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $116,000 ( Estimate for 2018)
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Structure Number: 5103,  Location: 5 MI SW OF CAMDEN (Lat: 34.188833,  Lng: -80.687778),  Route carried "on" structure: Interstate 20,  Year Built: 1967,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 23,100 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 33,957 (year 2037),  Design Load: HS 20,  Features Intersected: U.S. 601
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.585,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 7.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 74.40m (244.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5103,  Location: 5 MI SW OF CAMDEN (Lat: 34.188833,  Lng: -80.687778),  Route carried "under" structure: US 601,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,950 (year 2017),  Truck Traffic: 8%,  Features Intersected: U.S. 601,  Facility Carried by Structure: I-20 EB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 7.457,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 5104,  Location: 5 MI SW OF CAMDEN (Lat: 34.189106,  Lng: -80.687769),  Route carried "on" structure: Interstate 20,  Year Built: 1967,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 23,100 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 33,957 (year 2037),  Design Load: HS 20,  Features Intersected: U.S. 601
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.606,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 7.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 74.40m (244.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5104,  Location: 5 MI SW OF CAMDEN (Lat: 34.189106,  Lng: -80.687769),  Route carried "under" structure: US 601,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,950 (year 2017),  Truck Traffic: 8%,  Features Intersected: U.S. 601,  Facility Carried by Structure: I-20 WB
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 7.457,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 5561,  Location: 5 MI W OF CAMDEN (Lat: 34.193528,  Lng: -80.676319),  Route carried "on" structure: Interstate 20,  Year Built: 1969,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 39,900 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 58,653 (year 2037),  Design Load: HS 20,  Features Intersected: GILLIES DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.339,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 381.0m (1,250.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 38.1m (125.0ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2018
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Structure Number: 5562,  Location: 3MI SW OF CAMDEN (Lat: 34.211556,  Lng: -80.644881),  Route carried "on" structure: Interstate 20,  Year Built: 1969,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 19,950 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 29,327 (year 2037),  Design Load: HS 20,  Features Intersected: LUGOFF FARMS ROAD-PRIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.454,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.70m (117.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $207,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5563,  Location: 3MI SW OF CAMDEN (Lat: 34.211644,  Lng: -80.645219),  Route carried "on" structure: Interstate 20,  Year Built: 1969,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 19,950 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 29,327 (year 2037),  Design Load: HS 20,  Features Intersected: LUGOFF FARMS ROAD-PRIV.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.453,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.70m (117.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $221,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5564,  Location: TOWN OF LUGOFF (Lat: 34.210831,  Lng: -80.686750),  Route carried "on" structure: US 601,  Year Built: 1969,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 8,700 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,659 (year 2037),  Design Load: H 20,  Features Intersected: S.C.L. RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.983,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 57.70m (189.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $399,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5565,  Location: TOWN OF LUGOFF (Lat: 34.221667,  Lng: -80.686389),  Route carried "on" structure: US 601,  Year Built: 1969,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 17,400 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,318 (year 2037),  Design Load: H 20,  Features Intersected: U.S. 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.703,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 87.20m (286.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5565,  Location: TOWN OF LUGOFF (Lat: 34.221667,  Lng: -80.686389),  Route carried "under" structure: US 1,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 13,300 (year 2017),  Truck Traffic: 6%,  Features Intersected: U.S. 1
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 9.263,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 5566,  Location: 5 MI W OF CAMDEN (Lat: 34.193281,  Lng: -80.675908),  Route carried "on" structure: State highway 992,  Year Built: 1969,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 126 (year 2017),  Average Future Daily Traffic: 161 (year 2037),  Design Load: HS 20,  Features Intersected: GILLIES DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.988,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017
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Structure Number: 5778,  Location: 5MI SW OF CAMDEN (Lat: 34.216189,  Lng: -80.635119),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 19,950 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 29,327 (year 2037),  Design Load: HS 20,  Features Intersected: LUGOFF FARMS POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.181,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 83.40m (273.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $516,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5779,  Location: 2MI SE OF CAMDEN (Lat: 34.217375,  Lng: -80.629639),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 45.81m (150.30ft),  Average Daily Traffic: 19,950 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 31,920 (year 2037),  Design Load: HS 20,  Features Intersected: WATEREE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.388,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 17,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 458.10m (1502.95ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Underwater Inspection Date: September 2016,  Other Special Inspection Date: September 2016,  Bridge Improvement Cost: $1,888,000,  Roadway Improvement Cost: $472,000,  Total Project Cost: $2,832,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 578,  Location: 3MI SW OF CAMDEN (Lat: 34.219361,  Lng: -80.619419),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 19,950 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 31,920 (year 2037),  Design Load: HS 20,  Features Intersected: WATEREE SWP OVERFLOW (1)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.063,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 234.30m (768.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $2,965,000,  Roadway Improvement Cost: $741,000,  Total Project Cost: $4,448,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5783,  Location: 5MI SW OF CAMDEN (Lat: 34.216433,  Lng: -80.635200),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 19,950 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 29,327 (year 2037),  Design Load: HS 20,  Features Intersected: LUGOFF FARMS POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.188,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 83.40m (273.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $516,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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