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

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Structure Number: 43,  Location: 4 MI NE OF MARION (Lat: 34.186628,  Lng: -79.351608),  Route carried "on" structure: US 76,  Year Built: 1925,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 10,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,004 (year 2040),  Design Load: H 20,  Features Intersected: SMITH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.703,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Channel: Very good,  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: 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.06m (6.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $75,000 ( Estimate for 2021)

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Structure Number: 692,  Location: 1 MI SE OF MARION (Lat: 34.151611,  Lng: -79.390050),  Route carried "on" structure: Business US 501,  Year Built: 1935,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,230 (year 2040),  Design Load: H 15,  Features Intersected: SMITH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.444,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.7 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,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1204,  Location: 1 MI W OF MARION (Lat: 34.172053,  Lng: -79.417408),  Route carried "on" structure: US 76,  Year Built: 1941,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,400 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,424 (year 2040),  Design Load: H 20,  Features Intersected: CATFISH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.139,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  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: 18.9m (62.0ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 8.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 6.8 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: High priority of replacement,  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: 1.69m (5.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $278,000 ( Estimate for 2021)

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Structure Number: 1205,  Location: IN TOWN OF MARION (Lat: 34.172206,  Lng: -79.415772),  Route carried "on" structure: US 76,  Year Built: 1941,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 5,400 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,424 (year 2040),  Design Load: H 15,  Features Intersected: CATFISH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.288,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 23.3 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: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3389,  Location: 3MI E MARION (Lat: 34.184300,  Lng: -79.355169),  Route carried "on" structure: State highway 299,  Year Built: 1960,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 650 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 832 (year 2041),  Design Load: H 10,  Features Intersected: SMITH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.698,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 22.7 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: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4375,  Location: 10MI E MARION (Lat: 34.136850,  Lng: -79.336744),  Route carried "on" structure: State highway 39,  Year Built: 2003,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,216 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE REEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.996,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior 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: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4616,  Location: 1MI W MARION (Lat: 34.175767,  Lng: -79.429786),  Route carried "on" structure: State highway 506,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,115 (year 2040),  Design Load: H 10,  Features Intersected: PITCH POT SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.439,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.6 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: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5573,  Location: IN MARION (Lat: 34.185444,  Lng: -79.411992),  Route carried "on" structure: State highway 38,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,102 (year 2040),  Design Load: H 10,  Features Intersected: CATFISH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.816,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 19.4 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: 14.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: December 2021,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $174,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5983,  Location: 2 MI S OF MARION (Lat: 34.158944,  Lng: -79.415125),  Route carried "on" structure: State highway 576,  Year Built: 1971,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,840 (year 2040),  Design Load: HS 20,  Features Intersected: CATFISH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.670,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.6 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: High priority of corrective action,  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: 2.97m (9.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 5984,  Location: 1 MI SE OF MARION (Lat: 34.148592,  Lng: -79.390956),  Route carried "on" structure: State highway 576,  Year Built: 1971,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,296 (year 2040),  Design Load: HS 20,  Features Intersected: SMITH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.255,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5985,  Location: 1 MI SE OF MARION (Lat: 34.148750,  Lng: -79.390883),  Route carried "on" structure: State highway 576,  Year Built: 1971,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,296 (year 2040),  Design Load: HS 20,  Features Intersected: SMITH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.241,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 701,  Location: IN MARION (Lat: 34.153081,  Lng: -79.390189),  Route carried "on" structure: State highway 87,  Year Built: 1977,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,408 (year 2040),  Design Load: H 10,  Features Intersected: SMITH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.206,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 22.7 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: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7392,  Location: IN MARION (Lat: 34.174064,  Lng: -79.380250),  Route carried "on" structure: State highway 19,  Year Built: 1980,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,525 (year 2040),  Design Load: H 15,  Features Intersected: SMITH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.432,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 26.6 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: 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: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7709,  Location: 5 MI SE MARION (Lat: 34.145883,  Lng: -79.327469),  Route carried "on" structure: State highway 774,  Year Built: 1983,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 128 (year 2040),  Design Load: H 15,  Features Intersected: LITTLE REEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.197,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8188,  Location: 4MI N OF MARION (Lat: 34.233278,  Lng: -79.388833),  Route carried "on" structure: Business US 501,  Year Built: 1988,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,345 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 501
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 4.110,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 28.2 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8189,  Location: 2MI S OF MARION (Lat: 34.141883,  Lng: -79.379711),  Route carried "on" structure: US 501,  Year Built: 1988,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,964 (year 2040),  Design Load: HS 20,  Features Intersected: US 501 BUS
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 21.818,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 58.0 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.42m (34.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 819,  Location: 3MI NE OF MARION (Lat: 34.190197,  Lng: -79.346142),  Route carried "on" structure: Ramp US 501,  Year Built: 1988,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 1,138 (year 2014),  Average Future Daily Traffic: 1,730 (year 2034),  Design Load: HS 20,  Features Intersected: S-41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.598,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.0 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: 53.1 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 828,  Location: 2MI E OF MARION (Lat: 34.186758,  Lng: -79.346361),  Route carried "on" structure: US 501,  Year Built: 1989,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 4,150 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 6,474 (year 2040),  Design Load: HS 20,  Features Intersected: US 76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.257,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 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: 23.2m (76.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.7 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: 26.9 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: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.53m (24.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8281,  Location: 3MI NE OF MARION (Lat: 34.190125,  Lng: -79.345889),  Route carried "on" structure: US 501,  Year Built: 1989,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 4,150 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 6,474 (year 2040),  Design Load: HS 20,  Features Intersected: S-41
Minimum Vertical Clearance: 7.82m (25.66ft),  Kilometerpoint: 14.878,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8282,  Location: 2MI E OF MARION (Lat: 34.186775,  Lng: -79.346108),  Route carried "on" structure: US 501,  Year Built: 1989,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 4,150 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 6,474 (year 2040),  Design Load: HS 20,  Features Intersected: US 76
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 15.253,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 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: 23.2m (76.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.7 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: 26.9 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.53m (24.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8283,  Location: 3MI NE OF MARION (Lat: 34.190183,  Lng: -79.345608),  Route carried "on" structure: US 501,  Year Built: 1989,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 4,150 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 6,474 (year 2040),  Design Load: HS 20,  Features Intersected: S-41
Minimum Vertical Clearance: 7.57m (24.84ft),  Kilometerpoint: 14.872,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.3 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: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 89,  Location: 4MI S SELLERS (Lat: 34.240719,  Lng: -79.427825),  Route carried "on" structure: State highway 263,  Year Built: 1995,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 175 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 256 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CATFISH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.732,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9969,  Location: 2 MI NE OF MARION (Lat: 34.212694,  Lng: -79.361103),  Route carried "on" structure: Alternate State highway 41,  Year Built: 2010,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,339 (year 2040),  Design Load: HL 93,  Features Intersected: US 501
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.064,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 34.3 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: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10398,  Location: 2 MI E OF MARION (Lat: 34.191806,  Lng: -79.337003),  Route carried "on" structure: State highway 41,  Year Built: 2018,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,380 (year 2040),  Design Load: HL 93,  Features Intersected: SMITH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.907,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.9 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: 38.2 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: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8188,  Location: 4MI N OF MARION (Lat: 34.233278,  Lng: -79.388833),  Route carried "under" structure: US 501,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 15%,  Features Intersected: US 501
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 8.401,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 8189,  Location: 2MI S OF MARION (Lat: 34.141883,  Lng: -79.379711),  Route carried "under" structure: Business US 501,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 2020),  Truck Traffic: 13%,  Features Intersected: US 501 BUS
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 10.895,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 819,  Location: 3MI NE OF MARION (Lat: 34.190197,  Lng: -79.346142),  Route carried "under" structure: State highway 41,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: S-41,  Facility Carried by Structure: US 501 RAMP SBL
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 13.749,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 828,  Location: 2MI E OF MARION (Lat: 34.186758,  Lng: -79.346361),  Route carried "under" structure: US 76,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,450 (year 2020),  Truck Traffic: 6%,  Features Intersected: US 76,  Facility Carried by Structure: US 501 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.117,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 8281,  Location: 3MI NE OF MARION (Lat: 34.190125,  Lng: -79.345889),  Route carried "under" structure: State highway 41,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: S-41,  Facility Carried by Structure: US 501 SB
Minimum Vertical Clearance: 7.82m (25.66ft),  Kilometerpoint: 13.712,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 8282,  Location: 2MI E OF MARION (Lat: 34.186775,  Lng: -79.346108),  Route carried "under" structure: US 76,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,450 (year 2020),  Truck Traffic: 6%,  Features Intersected: US 76,  Facility Carried by Structure: US 501 NB
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 20.117,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 8283,  Location: 3MI NE OF MARION (Lat: 34.190183,  Lng: -79.345608),  Route carried "under" structure: State highway 41,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: S-41,  Facility Carried by Structure: US 501 NB
Minimum Vertical Clearance: 7.57m (24.84ft),  Kilometerpoint: 13.712,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 9969,  Location: 2 MI NE OF MARION (Lat: 34.212694,  Lng: -79.361103),  Route carried "under" structure: US 501,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 8,300 (year 2020),  Truck Traffic: 31%,  Features Intersected: US 501,  Facility Carried by Structure: SC 41 ALT
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 11.974,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)