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

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Structure Number: 77,  Location: IN SPARTANBURG (Lat: 34.941583,  Lng: -81.963389),  Route carried "on" structure: State highway 1550,  Year Built: 1927,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,800 (year 2041),  Design Load: H 20,  Features Intersected: FAIRFOREST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.771,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  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: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 13.9 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: 10.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $191,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $287,000 ( Estimate for 2022)

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Structure Number: 85,  Location: FOREST ST IN SPARTANBURG (Lat: 34.949975,  Lng: -81.942150),  Route carried "on" structure: County highway 787,  Year Built: 1913,  Status: Posted for load,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,100 (year 2040),  Design Load: H 15,  Features Intersected: CSXT RR
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 2.824,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  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: 7.2m (23.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 8.4 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: 6.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $434,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $651,000 ( Estimate for 2021),  Deck Structure Type: Open Grating

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Structure Number: 117,  Location: CITY OF SPARTANBURG (Lat: 34.954986,  Lng: -81.935208),  Route carried "on" structure: US 221,  Year Built: 1920,  Year Reconstructed: 1935,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 16,600 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 33,034 (year 2040),  Design Load: H 15,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.128,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 13.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $741,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 168,  Location: 3.0 MI E OF SPARTANBURG (Lat: 34.961139,  Lng: -81.904439),  Route carried "on" structure: US 29,  Year Built: 1924,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 26,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 51,740 (year 2041),  Design Load: HS 20,  Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.679,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee 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: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 242,  Location: 4.0 MI S OF YORK (Lat: 34.969603,  Lng: -81.300728),  Route carried "on" structure: State highway 49,  Year Built: 1926,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,724 (year 2040),  Design Load: H 20,  Features Intersected: BR TURKEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.921,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 35.6 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 311,  Location: 1.8 MI S SPARTANBURG (Lat: 34.926036,  Lng: -81.934439),  Route carried "on" structure: US 221,  Year Built: 1928,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,885 (year 2040),  Design Load: H 15,  Features Intersected: FAIRFOREST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.602,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.0 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: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 312,  Location: 2.2 MI N SPARTANBURG (Lat: 34.983403,  Lng: -81.928372),  Route carried "on" structure: US 221,  Year Built: 1928,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 13,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,069 (year 2040),  Design Load: H 20,  Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.110,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.5 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: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 457,  Location: 1.3 MI SW SPARTANBURG (Lat: 34.938131,  Lng: -81.946069),  Route carried "on" structure: State highway 296,  Year Built: 1930,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 18,400 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,680 (year 2041),  Design Load: H 20,  Features Intersected: FAIRFOREST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.543,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $104,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 462,  Location: 4.3 MI SE OF SPARTANBURG (Lat: 34.909411,  Lng: -81.875433),  Route carried "on" structure: County highway 4999,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 75 (year 2020),  Average Future Daily Traffic: 96 (year 2040),  Design Load: H 10,  Features Intersected: KELSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.150,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 27.5 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: 21.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 562,  Location: 1.7 MI W. GALIVANTS FER (Lat: 34.064986,  Lng: -79.265506),  Route carried "on" structure: US 501,  Year Built: 1931,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 10,200 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,748 (year 2040),  Design Load: H 15,  Features Intersected: LITTLE PEE DEE SWP-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.985,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.0 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: 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: Equal to present minimum 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: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 661,  Location: CITY OF SPARTANBURG (Lat: 34.966608,  Lng: -81.948661),  Route carried "on" structure: State highway 56,  Year Built: 1934,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,300 (year 2040),  Design Load: H 20,  Features Intersected: LITTLE CHINQUEPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.692,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 16.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 701,  Location: 5.5 MI SE SPARTANBURG (Lat: 34.894244,  Lng: -81.866422),  Route carried "on" structure: County highway 1207,  Year Built: 2010,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 475 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,088 (year 2040),  Design Load: HS 20,  Features Intersected: KELSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.546,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 902,  Location: 2.0 MI W SPARTANBURG (Lat: 34.940400,  Lng: -81.957089),  Route carried "on" structure: US 29,  Year Built: 1938,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 31,300 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 62,287 (year 2041),  Design Load: H 15,  Features Intersected: FAIRFOREST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.930,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1134,  Location: 1.0 MI E OF SPARTANBURG (Lat: 34.958897,  Lng: -81.908467),  Route carried "on" structure: US 29,  Year Built: 1940,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 24,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,954 (year 2040),  Design Load: HS 15,  Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.252,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 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 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: 23.3m (76.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 20.4 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: 13.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $42,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 115,  Location: 1.8MI NW SPARTANBURG (Lat: 34.966928,  Lng: -81.950281),  Route carried "on" structure: County highway 4782,  Year Built: 1940,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 256 (year 2040),  Design Load: H 20,  Features Intersected: LTL CHINQUEPIN CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 10.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.69m (5.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $224,000 ( Estimate for 2021)

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Structure Number: 1317,  Location: RIVERSIDE - SPARTANBURG (Lat: 34.946564,  Lng: -81.903408),  Route carried "on" structure: County highway 3787,  Year Built: 1945,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 256 (year 2040),  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.068,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 14.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.28m (14.04ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $566,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1403,  Location: HEYWOOD AV IN SPARTANBURG (Lat: 34.960256,  Lng: -81.911347),  Route carried "on" structure: State highway 31,  Year Built: 1947,  Status: Posted for load,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,975 (year 2040),  Design Load: HS 15,  Features Intersected: LAWSONS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.125,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 23.0 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: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $470,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1405,  Location: 0.8 MI W. SPARTANBURG (Lat: 34.941608,  Lng: -81.958125),  Route carried "on" structure: State highway 1550,  Year Built: 1947,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,150 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,725 (year 2040),  Design Load: HS 20,  Features Intersected: FAIR FOREST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.777,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  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: 11.0m (36.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 34.0 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: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 1556,  Location: 1.4MI N SPARTANBURG (Lat: 34.971886,  Lng: -81.940350),  Route carried "on" structure: US 221,  Year Built: 1948,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 15,800 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,442 (year 2040),  Design Load: H 15,  Features Intersected: CHINQUEPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.364,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 63.2 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: 48.6 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.82m (9.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $174,000 ( Estimate for 2021)

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Structure Number: 1765,  Location: 6.0 MI S OF SPARTANBURG (Lat: 34.877350,  Lng: -81.882672),  Route carried "on" structure: State highway 56,  Year Built: 1950,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 3,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,006 (year 2040),  Design Load: HS 15,  Features Intersected: FAIRFOREST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.186,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 31.8 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: 24.3 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $470,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1983,  Location: FAIRVIEW AVE/SPARTANBURG (Lat: 34.961000,  Lng: -81.920292),  Route carried "on" structure: State highway 264,  Year Built: 1953,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,100 (year 2040),  Design Load: HS 20,  Features Intersected: CHINQUAPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.752,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Fair,  Culverts: Very good,  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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.39m (4.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $113,000 ( Estimate for 2021)

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Structure Number: 242,  Location: SYDNOR DR/SPTBG (Lat: 34.951803,  Lng: -81.900303),  Route carried "on" structure: State highway 1017,  Year Built: 1956,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 1,850 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,775 (year 2040),  Design Load: HS 20,  Features Intersected: LAWSONS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.737,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.34m (27.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $379,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $569,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2421,  Location: CRESCENT ST/SPTBG (Lat: 34.930819,  Lng: -81.936914),  Route carried "on" structure: State highway 1557,  Year Built: 2019,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,150 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FAIRFOREST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.099,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2622,  Location: IN SPARTANBURG (Lat: 34.978742,  Lng: -81.949244),  Route carried "on" structure: State highway 124,  Year Built: 2015,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 6,300 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,135 (year 2041),  Design Load: HL 93,  Features Intersected: I-585
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.557,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2833,  Location: CITY OF SPARTANBURG (Lat: 34.975125,  Lng: -81.942114),  Route carried "on" structure: Ramp US 176,  Year Built: 1958,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 10,600 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,370 (year 2040),  Design Load: HS 20,  Features Intersected: I-585
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.023,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.96m (19.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $63,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3107,  Location: 3.8 MI SW OF SPTBG (Lat: 34.921925,  Lng: -81.988753),  Route carried "on" structure: State highway 296,  Year Built: 2005,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 22,700 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 32,915 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.112,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3482,  Location: 3.9 MI W SPARTANBURG (Lat: 34.936169,  Lng: -81.996008),  Route carried "on" structure: Interstate 26,  Year Built: 1960,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 23,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,875 (year 2040),  Design Load: HS 20,  Features Intersected: U.S. 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.714,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.0 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: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 349,  Location: 3.9 MI W SPARTANBURG (Lat: 34.936203,  Lng: -81.995714),  Route carried "on" structure: Interstate 26,  Year Built: 1960,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 29,350 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,688 (year 2040),  Design Load: HS 20,  Features Intersected: U.S. 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.621,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.91m (29.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $779,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3506,  Location: IN SPARTANBURG (Lat: 34.941050,  Lng: -81.938267),  Route carried "on" structure: State highway 2049,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,265 (year 2040),  Design Load: H 15,  Features Intersected: TRIB-FAIRFOREST CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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 23 months,  Inspection Date: September 2021

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Structure Number: 3512,  Location: 2.3 MI E. SPARTANBURG (Lat: 34.951425,  Lng: -81.892939),  Route carried "on" structure: State highway 494,  Year Built: 1960,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,250 (year 2040),  Design Load: HS 20,  Features Intersected: LAWSONS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.415,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 37.9 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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.34m (27.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $593,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $890,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3513,  Location: CENTENNIAL DR/SPARTANBURG (Lat: 34.968217,  Lng: -81.947339),  Route carried "on" structure: State highway 496,  Year Built: 1960,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,650 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,112 (year 2040),  Design Load: H 10,  Features Intersected: LITTLE CHINQUEPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.139,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  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: Satisfactory,  Operating Rating: 18.8 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: 14.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.29m (7.51ft),  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: 3517,  Location: HOLLYWOOD DR/SPTBG (Lat: 34.949394,  Lng: -81.903922),  Route carried "on" structure: State highway 1017,  Year Built: 1960,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 1,850 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,775 (year 2040),  Design Load: HS 20,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.283,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.4 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: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3536,  Location: CITY OF SPARTANBURG (Lat: 34.937753,  Lng: -81.951161),  Route carried "on" structure: County highway 3664,  Year Built: 2015,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 256 (year 2040),  Design Load: HL 93,  Features Intersected: FAIRFOREST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.5 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: 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3982,  Location: 3.0MI S OF SPARTANBURG (Lat: 34.906683,  Lng: -81.920936),  Route carried "on" structure: State highway 295,  Year Built: 2007,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 15,200 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,248 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: FAIRFOREST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.085,  Lanes on structure: 5,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 45.0 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: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  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: 3987,  Location: 3.0 MI E SPARTANBURG (Lat: 34.959492,  Lng: -81.874036),  Route carried "on" structure: State highway 538,  Year Built: 1962,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 11,900 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,255 (year 2040),  Design Load: H 15,  Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4212,  Location: 4.5 MI SW COWPENS (Lat: 34.998203,  Lng: -81.876633),  Route carried "on" structure: State highway 31,  Year Built: 1963,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 9,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,340 (year 2040),  Design Load: H 10,  Features Intersected: PETERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.665,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 10.4 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: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $694,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $1,041,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4213,  Location: 2MI NE OF SPARTANBURG (Lat: 34.967489,  Lng: -81.906200),  Route carried "on" structure: State highway 31,  Year Built: 1963,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,975 (year 2040),  Design Load: H 15,  Features Intersected: SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.095,  Lanes on 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: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.8 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: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous