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

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Structure Number: 616,  Location: 4.0 MI E INMAN (Lat: 35.020003,  Lng: -82.024544),  Route carried "on" structure: US 176,  Year Built: 1932,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,100 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,079 (year 2041),  Design Load: H 20,  Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.455,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 2621,  Location: 4.0 MI NW SPARTANBURG (Lat: 34.996297,  Lng: -81.978044),  Route carried "on" structure: State highway 79,  Year Built: 2005,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 12,200 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,300 (year 2040),  Design Load: HS 20,  Features Intersected: U.S. 176
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.649,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.7 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: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  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: 2837,  Location: 3.2 MI NW SPARTANBURG (Lat: 34.983697,  Lng: -81.972986),  Route carried "on" structure: State highway 85,  Year Built: 1958,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 31,200 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 47,736 (year 2040),  Design Load: HS 20,  Features Intersected: SC 56 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.624,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.77m (18.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $209,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2838,  Location: 4.0 MI NW OF SPARTANBURG (Lat: 34.984408,  Lng: -81.972047),  Route carried "on" structure: State highway 85,  Year Built: 1958,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 31,200 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 47,736 (year 2040),  Design Load: HS 20,  Features Intersected: SC 56 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.740,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.8 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: 32.1 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.77m (18.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $209,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2852,  Location: 4.0 MI W SPARTANBURG (Lat: 34.970211,  Lng: -81.998953),  Route carried "on" structure: State highway 525,  Year Built: 1958,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: H 20,  Features Intersected: SC 85
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.822,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 24.3 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: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.66m (28.41ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,095,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $1,643,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3086,  Location: 5.5 MI SE INMAN (Lat: 34.993992,  Lng: -82.020358),  Route carried "on" structure: Interstate 26,  Year Built: 1959,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 21,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,375 (year 2040),  Design Load: HS 20,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.604,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.0 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: 44.1 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: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.44m (21.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $430,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $645,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3089,  Location: 5.5 MI SE INMAN (Lat: 34.993889,  Lng: -82.020164),  Route carried "on" structure: Interstate 26,  Year Built: 1959,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 21,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,375 (year 2040),  Design Load: HS 20,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  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: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.44m (21.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $430,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $645,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 309,  Location: 4.3 MI NW SPARTANBURG (Lat: 34.968219,  Lng: -82.005986),  Route carried "on" structure: Interstate 26,  Year Built: 1959,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 21,950 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,438 (year 2040),  Design Load: HS 20,  Features Intersected: SC 85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.871,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.21m (26.94ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,039,000,  Roadway Improvement Cost: $260,000,  Total Project Cost: $1,559,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3111,  Location: 5.7 MI NW SPARTANBURG (Lat: 34.991036,  Lng: -82.020142),  Route carried "on" structure: State highway 40,  Year Built: 1959,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,410 (year 2040),  Design Load: HS 20,  Features Intersected: I-26
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 9.529,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.39m (24.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $368,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $552,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3115,  Location: 4.5 MI SE INMAN (Lat: 35.009564,  Lng: -82.028264),  Route carried "on" structure: State highway 60,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 9,300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,950 (year 2041),  Design Load: HS 15,  Features Intersected: I-26
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.072,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3476,  Location: 3.7 MI SE INMAN (Lat: 35.019306,  Lng: -82.034933),  Route carried "on" structure: Interstate 26,  Year Built: 1960,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 38,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 48,250 (year 2040),  Design Load: H 20,  Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.442,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  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: 24.4m (80.1ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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: Febuary 2020

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Structure Number: 3477,  Location: 3.9 MI SE INMAN (Lat: 35.015722,  Lng: -82.033467),  Route carried "on" structure: Interstate 26,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 38,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 48,250 (year 2040),  Design Load: H 20,  Features Intersected: JAMES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.867,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  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: 24.4m (80.1ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 5156,  Location: 4.0 MI E OF INMAN (Lat: 35.019972,  Lng: -82.024783),  Route carried "on" structure: US 176,  Year Built: 1967,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 12,100 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,079 (year 2041),  Design Load: H 20,  Features Intersected: LAWSONS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.450,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  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: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 33.4 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: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5157,  Location: 3.0 MI NW OF SPARTANBURG (Lat: 34.996389,  Lng: -81.999722),  Route carried "on" structure: State highway 56,  Year Built: 1967,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,775 (year 2040),  Design Load: HS 20,  Features Intersected: U.S. 176 EB LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.428,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.5 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: 48.3 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.58m (24.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $527,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6933,  Location: 5.0MI NW SPARTANBURG (Lat: 34.992656,  Lng: -82.002433),  Route carried "on" structure: State highway 40,  Year Built: 1976,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 896 (year 2040),  Design Load: H 15,  Features Intersected: BR TO LAWSON FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.513,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 26.9 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: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8205,  Location: 5.0 MI NW OF SPARTANBURG (Lat: 34.978075,  Lng: -82.011781),  Route carried "on" structure: Interstate 85,  Year Built: 1988,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 31,700 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,625 (year 2040),  Design Load: HS 20,  Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.237,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 24.9 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: 19.1 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8301,  Location: 5.0 MI NW OF SPARTANBURG (Lat: 34.978272,  Lng: -82.012050),  Route carried "on" structure: Interstate 85,  Year Built: 1989,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 31,700 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,625 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.262,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 24.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8302,  Location: 4.2 MI. NW SPARTANBURG (Lat: 34.983642,  Lng: -82.002264),  Route carried "on" structure: State highway 65,  Year Built: 1989,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 6,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,845 (year 2040),  Design Load: HS 20,  Features Intersected: I-85 (NEW LOCATION)
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.663,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 20.1m (65.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.17m (30.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8304,  Location: 3 MI NW OF SPARTANBURG (Lat: 34.979367,  Lng: -82.007739),  Route carried "on" structure: State highway 839,  Year Built: 1989,  Status: Open,  Structure Length: 16.20m (53.15ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,280 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-85
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 1.928,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.1 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: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.15m (52.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8305,  Location: 2 MI NW SPARTANBURG (Lat: 34.977044,  Lng: -82.016061),  Route carried "on" structure: State highway 910,  Year Built: 1989,  Status: Open,  Structure Length: 13.47m (44.19ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,536 (year 2040),  Design Load: HS 20,  Features Intersected: I-85
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 1.732,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.47m (44.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8388,  Location: 5.0 MI NW OF SPARTANBURG (Lat: 34.977894,  Lng: -82.011081),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 1990,  Status: Open,  Structure Length: 23.74m (77.89ft),  Average Daily Traffic: 8,200 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,318 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-26 & I-85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.120,  Lanes on structure: 1,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 37.3 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: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.74m (77.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 839,  Location: 5.0 MI NW OF SPARTANBURG (Lat: 34.978292,  Lng: -82.012683),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 1990,  Status: Open,  Structure Length: 23.74m (77.89ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,736 (year 2040),  Design Load: HS 20,  Features Intersected: I-26 & I-85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.496,  Lanes on structure: 1,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 37.3 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: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.74m (77.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8393,  Location: 4.5 MI NW OF SPARTANBURG (Lat: 34.971408,  Lng: -82.006714),  Route carried "on" structure: State highway 968,  Year Built: 1990,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,536 (year 2040),  Design Load: HS 20,  Features Intersected: I-26
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 0.295,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.4 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.59m (21.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8591,  Location: 3.5 MI NW OF SPARTANBURG (Lat: 34.993978,  Lng: -81.996083),  Route carried "on" structure: State highway 56,  Year Built: 1992,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,775 (year 2040),  Design Load: HS 20,  Features Intersected: I-85 (NEW)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.990,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.8 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: 31.4 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.35m (27.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2621,  Location: 4.0 MI NW SPARTANBURG (Lat: 34.996297,  Lng: -81.978044),  Route carried "under" structure: US 176,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 17,800 (year 2020),  Truck Traffic: 8%,  Features Intersected: U.S. 176,  Facility Carried by Structure: S-42-79
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 33.909,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 2837,  Location: 3.2 MI NW SPARTANBURG (Lat: 34.983697,  Lng: -81.972986),  Route carried "under" structure: State highway 56,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: SC 56 EB,  Facility Carried by Structure: SC 85
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 49.632,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 2838,  Location: 4.0 MI NW OF SPARTANBURG (Lat: 34.984408,  Lng: -81.972047),  Route carried "under" structure: State highway 56,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: SC 56 WB,  Facility Carried by Structure: SC 85
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 49.632,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 2852,  Location: 4.0 MI W SPARTANBURG (Lat: 34.970211,  Lng: -81.998953),  Route carried "under" structure: State highway 85,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 41,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: SC 85,  Facility Carried by Structure: S-42-525
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 3.508,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3087,  Location: 4.3 MI NW SPARTANBURG (Lat: 34.968164,  Lng: -82.006200),  Route carried "under" structure: State highway 85,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 2020),  Truck Traffic: 9%,  Features Intersected: SC 85,  Facility Carried by Structure: I-26 EB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.816,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 309,  Location: 4.3 MI NW SPARTANBURG (Lat: 34.968219,  Lng: -82.005986),  Route carried "under" structure: State highway 85,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 2020),  Truck Traffic: 9%,  Features Intersected: SC 85,  Facility Carried by Structure: I-26 WB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.816,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3111,  Location: 5.7 MI NW SPARTANBURG (Lat: 34.991036,  Lng: -82.020142),  Route carried "under" structure: Interstate 26,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 43,800 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-26,  Facility Carried by Structure: S-42-40
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 27.005,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 3115,  Location: 4.5 MI SE INMAN (Lat: 35.009564,  Lng: -82.028264),  Route carried "under" structure: Interstate 26,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 2021),  Truck Traffic: 19%,  Features Intersected: I-26,  Facility Carried by Structure: S-42-60
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 24.736,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 5157,  Location: 3.0 MI NW OF SPARTANBURG (Lat: 34.996389,  Lng: -81.999722),  Route carried "under" structure: US 176,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 22,200 (year 2020),  Truck Traffic: 7%,  Features Intersected: U.S. 176 EB LANE,  Facility Carried by Structure: SC 56 EB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 32.026,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 8205,  Location: 5.0 MI NW OF SPARTANBURG (Lat: 34.978075,  Lng: -82.011781),  Route carried "under" structure: Interstate 26,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 21,950 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-26,  Facility Carried by Structure: I-85 NB
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 29.950,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 8301,  Location: 5.0 MI NW OF SPARTANBURG (Lat: 34.978272,  Lng: -82.012050),  Route carried "under" structure: Interstate 26,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 21,950 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-26,  Facility Carried by Structure: I-85 SB
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 29.950,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 8302,  Location: 4.2 MI. NW SPARTANBURG (Lat: 34.983642,  Lng: -82.002264),  Route carried "under" structure: Interstate 85,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 63,400 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-85 (NEW LOCATION),  Facility Carried by Structure: S-42-65
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 114.730,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 8304,  Location: 3 MI NW OF SPARTANBURG (Lat: 34.979367,  Lng: -82.007739),  Route carried "under" structure: Interstate 85,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 63,400 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-85,  Facility Carried by Structure: S-42-839
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 114.119,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 8305,  Location: 2 MI NW SPARTANBURG (Lat: 34.977044,  Lng: -82.016061),  Route carried "under" structure: Interstate 85,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 63,400 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-85,  Facility Carried by Structure: S-42-910
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 113.201,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 8388,  Location: 5.0 MI NW OF SPARTANBURG (Lat: 34.977894,  Lng: -82.011081),  Route carried "under" structure: Interstate 26,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 51,100 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-26 & I-85,  Facility Carried by Structure: I-85 RAMP
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 28.571,  Lanes on structure: 1,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 839,  Location: 5.0 MI NW OF SPARTANBURG (Lat: 34.978292,  Lng: -82.012683),  Route carried "under" structure: Interstate 26,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 43,900 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-26 & I-85,  Facility Carried by Structure: RAMP OFF I-85 NB
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 28.767,  Lanes on structure: 1,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 8393,  Location: 4.5 MI NW OF SPARTANBURG (Lat: 34.971408,  Lng: -82.006714),  Route carried "under" structure: Interstate 26,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 43,900 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-26,  Facility Carried by Structure: S-42-968
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 29.596,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 8591,  Location: 3.5 MI NW OF SPARTANBURG (Lat: 34.993978,  Lng: -81.996083),  Route carried "under" structure: Interstate 85,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 63,400 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-85 (NEW),  Facility Carried by Structure: SC 56
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 116.050,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)