Bridge Statistics for Valley Falls, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 51950-1959
- 21960-1969
- 31970-1979
- 11980-1989
- 261990-1999
- 112000-2009
- 12010-2019
- Bridge Condition - Deck
- 42.9%Very good
- 28.6%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 64.3%Very good
- 17.9%Good
- 10.7%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 53.6%Very good
- 21.4%Good
- 10.7%Satisfactory
- 7.1%Fair
- 3.6%Poor
- 3.6%Serious
- Bridge Condition - Channel
- 18.8%Very good
- 31.3%Good
- 31.3%Satisfactory
- 12.5%Fair
- 6.3%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 16.7%Good
- 33.3%Satisfactory
- 16.7%Fair
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Structure Number: 14, Location: 4.5MI N SPARTANBURG (Lat: 35.011964, Lng: -81.949767), Route carried "on" structure: State highway 43, Year Built: 1922, Year Reconstructed: 1959, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 13,350 (year 2041), Design Load: HS 20, Features Intersected: SHOALLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, 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: > 39.9% below), Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $71,000, Total Project Cost: $423,000 ( Estimate for 2022)
Structure Number: 14, Location: 4.5MI N SPARTANBURG (Lat: 35.011964, Lng: -81.949767), Route carried "on" structure: State highway 43, Year Built: 1922, Year Reconstructed: 1959, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 13,350 (year 2041), Design Load: HS 20, Features Intersected: SHOALLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, 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: > 39.9% below), Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $71,000, Total Project Cost: $423,000 ( Estimate for 2022)
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Structure Number: 615, Location: 6.0 MI W OF SPARTANBURG (Lat: 35.008517, Lng: -82.013689), Route carried "on" structure: US 176, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 23,600 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 46,964 (year 2041), Design Load: H 15, Features Intersected: TRIB TO LAWSONS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.093, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 16.2 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: 12.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 615, Location: 6.0 MI W OF SPARTANBURG (Lat: 35.008517, Lng: -82.013689), Route carried "on" structure: US 176, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 23,600 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 46,964 (year 2041), Design Load: H 15, Features Intersected: TRIB TO LAWSONS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.093, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 16.2 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: 12.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 2831, Location: 4.0 MI N OF SPARTANBURG (Lat: 34.989281, Lng: -81.965472), Route carried "on" structure: Interstate 585, Year Built: 2006, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 13,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,375 (year 2040), Design Load: HS 25 or greater, Features Intersected: SC 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.251, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.3 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: 35.6 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.63m (21.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $6,000, Total Project Cost: $36,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2831, Location: 4.0 MI N OF SPARTANBURG (Lat: 34.989281, Lng: -81.965472), Route carried "on" structure: Interstate 585, Year Built: 2006, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 13,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,375 (year 2040), Design Load: HS 25 or greater, Features Intersected: SC 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.251, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.3 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: 35.6 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.63m (21.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $6,000, Total Project Cost: $36,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2834, Location: 2.0 MI N OF SPARTANBURG (Lat: 34.995506, Lng: -81.946525), Route carried "on" structure: State highway 9, Year Built: 1958, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 21,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,030 (year 2040), Design Load: H 20, Features Intersected: SC 85
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 26.203, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, 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: 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.59m (34.74ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,340,000, Roadway Improvement Cost: $335,000, Total Project Cost: $2,010,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2834, Location: 2.0 MI N OF SPARTANBURG (Lat: 34.995506, Lng: -81.946525), Route carried "on" structure: State highway 9, Year Built: 1958, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 21,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,030 (year 2040), Design Load: H 20, Features Intersected: SC 85
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 26.203, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, 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: 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.59m (34.74ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,340,000, Roadway Improvement Cost: $335,000, Total Project Cost: $2,010,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2839, Location: 3.2 MI N SPARTANBURG (Lat: 34.998072, Lng: -81.937458), Route carried "on" structure: State highway 85, Year Built: 1958, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 10,550 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 16,142 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.308, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 25.6 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: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2839, Location: 3.2 MI N SPARTANBURG (Lat: 34.998072, Lng: -81.937458), Route carried "on" structure: State highway 85, Year Built: 1958, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 10,550 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 16,142 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.308, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 25.6 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: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3125, Location: 3.2 MI N SPARTANBURG (Lat: 34.991831, Lng: -81.959042), Route carried "on" structure: County highway 965, Year Built: 1959, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 15, Features Intersected: SC 85
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 1.670, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 28.5 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: 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.39m (24.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $53,000, Total Project Cost: $315,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3125, Location: 3.2 MI N SPARTANBURG (Lat: 34.991831, Lng: -81.959042), Route carried "on" structure: County highway 965, Year Built: 1959, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 15, Features Intersected: SC 85
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 1.670, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 28.5 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: 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.39m (24.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $53,000, Total Project Cost: $315,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5392, Location: 4.0 MI N SPARTANBURG (Lat: 35.005778, Lng: -81.920633), Route carried "on" structure: State highway 781, Year Built: 1968, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 10, Features Intersected: BR OF PETERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.745, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, 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: Equal to present minimum criteria, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $71,000, Total Project Cost: $426,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5392, Location: 4.0 MI N SPARTANBURG (Lat: 35.005778, Lng: -81.920633), Route carried "on" structure: State highway 781, Year Built: 1968, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 10, Features Intersected: BR OF PETERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.745, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, 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: Equal to present minimum criteria, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $71,000, Total Project Cost: $426,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6014, Location: 3.3 MI N SPARTANBURG (Lat: 34.998669, Lng: -81.923306), Route carried "on" structure: State highway 191, Year Built: 1971, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 10,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 16,200 (year 2040), Design Load: H 15, Features Intersected: BR OF LAWSON FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.943, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, 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: High priority of corrective action, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 4.06m (13.32ft), Designated Inspection Frequency: Every 11 months, Inspection Date: September 2021, Bridge Improvement Cost: $514,000, Roadway Improvement Cost: $129,000, Total Project Cost: $771,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6014, Location: 3.3 MI N SPARTANBURG (Lat: 34.998669, Lng: -81.923306), Route carried "on" structure: State highway 191, Year Built: 1971, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 10,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 16,200 (year 2040), Design Load: H 15, Features Intersected: BR OF LAWSON FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.943, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, 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: High priority of corrective action, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 4.06m (13.32ft), Designated Inspection Frequency: Every 11 months, Inspection Date: September 2021, Bridge Improvement Cost: $514,000, Roadway Improvement Cost: $129,000, Total Project Cost: $771,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6015, Location: 3.5 MI N SPARTANBURG (Lat: 35.002681, Lng: -81.925569), Route carried "on" structure: State highway 191, Year Built: 1971, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 10,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 16,200 (year 2040), Design Load: HS 20, Features Intersected: SC 85
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.445, Lanes on structure: 2, Lanes under structure: 4, 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: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 31.4 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: 22.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.39m (24.25ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $234,000, Total Project Cost: $1,403,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6015, Location: 3.5 MI N SPARTANBURG (Lat: 35.002681, Lng: -81.925569), Route carried "on" structure: State highway 191, Year Built: 1971, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 10,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 16,200 (year 2040), Design Load: HS 20, Features Intersected: SC 85
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.445, Lanes on structure: 2, Lanes under structure: 4, 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: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 31.4 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: 22.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.39m (24.25ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $234,000, Total Project Cost: $1,403,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 751, Location: 5.0 MI N SPARTANBURG (Lat: 35.014919, Lng: -81.975872), Route carried "on" structure: State highway 79, Year Built: 1981, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 12,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,300 (year 2040), Design Load: HS 20, Features Intersected: LAWSONS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.5 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: 34.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 751, Location: 5.0 MI N SPARTANBURG (Lat: 35.014919, Lng: -81.975872), Route carried "on" structure: State highway 79, Year Built: 1981, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 12,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,300 (year 2040), Design Load: HS 20, Features Intersected: LAWSONS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.5 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: 34.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8496, Location: 3.5 MI N OF SPARTANBURG (Lat: 34.999294, Lng: -81.951028), Route carried "on" structure: County highway 1794, Year Built: 1991, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.484, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.3m (33.8ft), 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: 41.5 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: 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: 6.40m (21.00ft), 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
Structure Number: 8496, Location: 3.5 MI N OF SPARTANBURG (Lat: 34.999294, Lng: -81.951028), Route carried "on" structure: County highway 1794, Year Built: 1991, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.484, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.3m (33.8ft), 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: 41.5 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: 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: 6.40m (21.00ft), 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: 8667, Location: 2.4 MI N OF SPARTANBURG (Lat: 35.012500, Lng: -81.951944), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 55,300 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 69,125 (year 2040), Design Load: HS 20, Features Intersected: BIG SHOALLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.934, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 8667, Location: 2.4 MI N OF SPARTANBURG (Lat: 35.012500, Lng: -81.951944), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 55,300 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 69,125 (year 2040), Design Load: HS 20, Features Intersected: BIG SHOALLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.934, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 8668, Location: 2.2 MI N OF SPARTANBURG (Lat: 35.012778, Lng: -81.945972), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 55,300 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 69,125 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SHOALLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.631, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 10 degrees, 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: 37.8m (124.0ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 8668, Location: 2.2 MI N OF SPARTANBURG (Lat: 35.012778, Lng: -81.945972), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 55,300 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 69,125 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SHOALLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.631, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 10 degrees, 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: 37.8m (124.0ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 867, Location: 4.5 MI NW OF SPARTANBURG (Lat: 35.012314, Lng: -81.975514), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 30,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,500 (year 2040), Design Load: HS 20, Features Intersected: S-79
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.781, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.07m (16.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 867, Location: 4.5 MI NW OF SPARTANBURG (Lat: 35.012314, Lng: -81.975514), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 30,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,500 (year 2040), Design Load: HS 20, Features Intersected: S-79
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.781, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.07m (16.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8671, Location: 2.4 MI NW OF SPARTANBURG (Lat: 35.012719, Lng: -81.970383), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 30,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,500 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.203, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 11.43m (37.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8671, Location: 2.4 MI NW OF SPARTANBURG (Lat: 35.012719, Lng: -81.970383), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 30,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,500 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.203, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 11.43m (37.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8672, Location: 2.3 MI_N OF SPARTANBURG (Lat: 35.012494, Lng: -81.949550), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 27,650 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 34,563 (year 2040), Design Load: HS 20, Features Intersected: S-43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.029, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.7 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: 36.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8672, Location: 2.3 MI_N OF SPARTANBURG (Lat: 35.012494, Lng: -81.949550), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 27,650 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 34,563 (year 2040), Design Load: HS 20, Features Intersected: S-43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.029, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.7 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: 36.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8674, Location: 4.5 MI NW OF SPARTANBURG (Lat: 35.012564, Lng: -81.975619), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 5.34m (17.52ft), Average Daily Traffic: 30,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,500 (year 2040), Design Load: HS 20, Features Intersected: S-79
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.776, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 27.2 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: 21.4 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.34m (17.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8674, Location: 4.5 MI NW OF SPARTANBURG (Lat: 35.012564, Lng: -81.975619), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 5.34m (17.52ft), Average Daily Traffic: 30,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,500 (year 2040), Design Load: HS 20, Features Intersected: S-79
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.776, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 27.2 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: 21.4 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.34m (17.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8675, Location: 2.4 MI NW OF SPARTANBURG (Lat: 35.012919, Lng: -81.970650), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 14.20m (46.59ft), Average Daily Traffic: 30,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,500 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.154, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 48.3 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: 37.6 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 14.20m (46.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8675, Location: 2.4 MI NW OF SPARTANBURG (Lat: 35.012919, Lng: -81.970650), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 14.20m (46.59ft), Average Daily Traffic: 30,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,500 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.154, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 48.3 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: 37.6 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 14.20m (46.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8676, Location: 2.3 MI N OF SPARTANBURG (Lat: 35.012733, Lng: -81.949364), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 27,650 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 34,563 (year 2040), Design Load: HS 20+Mod, Features Intersected: S-43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.110, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.7 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: 36.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8676, Location: 2.3 MI N OF SPARTANBURG (Lat: 35.012733, Lng: -81.949364), Route carried "on" structure: Interstate 85, Year Built: 1993, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 27,650 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 34,563 (year 2040), Design Load: HS 20+Mod, Features Intersected: S-43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.110, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.7 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: 36.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8677, Location: 3.5 MI NW OF SPARTANBURG (Lat: 34.997500, Lng: -81.993056), Route carried "on" structure: US 176, Year Built: 1993, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 19,200 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 27,840 (year 2041), Design Load: HS 20, Features Intersected: I-85 (NEW)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.520, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 27.9 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: 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.67m (35.01ft), 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
Structure Number: 8677, Location: 3.5 MI NW OF SPARTANBURG (Lat: 34.997500, Lng: -81.993056), Route carried "on" structure: US 176, Year Built: 1993, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 19,200 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 27,840 (year 2041), Design Load: HS 20, Features Intersected: I-85 (NEW)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.520, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 27.9 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: 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.67m (35.01ft), 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: 8684, Location: 4.5 MI N SPARTENBURG (Lat: 35.012817, Lng: -81.958139), Route carried "on" structure: State highway 9, Year Built: 1993, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 21,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,030 (year 2040), Design Load: HS 20, Features Intersected: I-85 (NEW)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.997, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: 20.1 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.08m (29.79ft), 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
Structure Number: 8684, Location: 4.5 MI N SPARTENBURG (Lat: 35.012817, Lng: -81.958139), Route carried "on" structure: State highway 9, Year Built: 1993, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 21,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,030 (year 2040), Design Load: HS 20, Features Intersected: I-85 (NEW)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.997, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: 20.1 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.08m (29.79ft), 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: 8685, Location: 3.2 MI N SPARTANBURG (Lat: 34.998233, Lng: -81.937539), Route carried "on" structure: State highway 85, Year Built: 1993, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 10,550 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 16,142 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.96m (26.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8685, Location: 3.2 MI N SPARTANBURG (Lat: 34.998233, Lng: -81.937539), Route carried "on" structure: State highway 85, Year Built: 1993, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 10,550 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 16,142 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.96m (26.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8789, Location: 4.7 MI W SPARTANBURG (Lat: 35.010953, Lng: -81.974986), Route carried "on" structure: State highway 79, Year Built: 1994, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 12,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,300 (year 2040), Design Load: HS 20, Features Intersected: TRIB LAWSON FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.968, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, 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: 11.6m (38.1ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 83.9 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: 64.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.69m (2.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8789, Location: 4.7 MI W SPARTANBURG (Lat: 35.010953, Lng: -81.974986), Route carried "on" structure: State highway 79, Year Built: 1994, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 12,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,300 (year 2040), Design Load: HS 20, Features Intersected: TRIB LAWSON FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.968, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, 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: 11.6m (38.1ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 83.9 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: 64.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.69m (2.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8927, Location: 5.0 MI E SPARTANBURG (Lat: 35.008333, Lng: -81.914500), Route carried "on" structure: State highway 85, Year Built: 1995, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 15,700 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 24,021 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.069, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 32 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: 32.3m (106.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.05m (29.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8927, Location: 5.0 MI E SPARTANBURG (Lat: 35.008333, Lng: -81.914500), Route carried "on" structure: State highway 85, Year Built: 1995, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 15,700 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 24,021 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.069, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 32 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: 32.3m (106.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.05m (29.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9278, Location: 4 MI N OF SPARTENBURG (Lat: 35.014722, Lng: -81.945803), Route carried "on" structure: County highway 1947, Year Built: 1997, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,176 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SHOALLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 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: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9278, Location: 4 MI N OF SPARTENBURG (Lat: 35.014722, Lng: -81.945803), Route carried "on" structure: County highway 1947, Year Built: 1997, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,176 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SHOALLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 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: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), 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: 9364, Location: 4.0 MI N OF SPARTANBURG (Lat: 35.011631, Lng: -81.928086), Route carried "on" structure: State highway 191, Year Built: 1998, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,050 (year 2040), Design Load: HS 20, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.472, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9364, Location: 4.0 MI N OF SPARTANBURG (Lat: 35.011631, Lng: -81.928086), Route carried "on" structure: State highway 191, Year Built: 1998, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,050 (year 2040), Design Load: HS 20, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.472, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9366, Location: 5.0 MI NW OF SPARTANBURG (Lat: 35.000092, Lng: -81.989572), Route carried "on" structure: State highway 366, Year Built: 1998, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 9,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,850 (year 2040), Design Load: HS 20, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 17.5 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.39m (34.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9366, Location: 5.0 MI NW OF SPARTANBURG (Lat: 35.000092, Lng: -81.989572), Route carried "on" structure: State highway 366, Year Built: 1998, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 9,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,850 (year 2040), Design Load: HS 20, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 17.5 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.39m (34.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 96, Location: 5.0 N OF SPARTANBURG (Lat: 35.012167, Lng: -81.983653), Route carried "on" structure: County highway 366, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 338 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTE LAWSON FORK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.864, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Channel: Fair, Culverts: Fair, 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: 32.7 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), 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
Structure Number: 96, Location: 5.0 N OF SPARTANBURG (Lat: 35.012167, Lng: -81.983653), Route carried "on" structure: County highway 366, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 338 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTE LAWSON FORK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.864, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Channel: Fair, Culverts: Fair, 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: 32.7 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), 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: 9601, Location: 6.0MI N OF SPARTANBURG (Lat: 35.019317, Lng: -82.013928), Route carried "on" structure: County highway 8168, Year Built: 2014, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.8 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: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9601, Location: 6.0MI N OF SPARTANBURG (Lat: 35.019317, Lng: -82.013928), Route carried "on" structure: County highway 8168, Year Built: 2014, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.8 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: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), 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: 9951, Location: 3.7 N OF SPARTANBURG (Lat: 34.993000, Lng: -81.970611), Route carried "on" structure: US 176, Year Built: 2006, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 10,450 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,989 (year 2041), Design Load: HS 25 or greater, Features Intersected: EAST CAMPUS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.680, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.6 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: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9951, Location: 3.7 N OF SPARTANBURG (Lat: 34.993000, Lng: -81.970611), Route carried "on" structure: US 176, Year Built: 2006, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 10,450 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,989 (year 2041), Design Load: HS 25 or greater, Features Intersected: EAST CAMPUS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.680, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.6 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: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9952, Location: 3.7 MI N OF SPARTANBURG (Lat: 34.993033, Lng: -81.970447), Route carried "on" structure: US 176, Year Built: 2006, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 10,450 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,989 (year 2041), Design Load: HS 25 or greater, Features Intersected: EAST CAMPUS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.699, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.8 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: 51.5 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: 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: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9952, Location: 3.7 MI N OF SPARTANBURG (Lat: 34.993033, Lng: -81.970447), Route carried "on" structure: US 176, Year Built: 2006, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 10,450 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,989 (year 2041), Design Load: HS 25 or greater, Features Intersected: EAST CAMPUS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.699, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.8 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: 51.5 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: 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: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9953, Location: 3.6 MI N OF SPARTANBURG (Lat: 34.992189, Lng: -81.968864), Route carried "on" structure: Ramp US 176, Year Built: 2006, Status: Open, Structure Length: 15.67m (51.41ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,430 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-585 WB EXIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.475, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.4m (231.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.67m (51.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9953, Location: 3.6 MI N OF SPARTANBURG (Lat: 34.992189, Lng: -81.968864), Route carried "on" structure: Ramp US 176, Year Built: 2006, Status: Open, Structure Length: 15.67m (51.41ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,430 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-585 WB EXIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.475, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.4m (231.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.67m (51.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9954, Location: 3.6 MI N OR SPARTANBURG (Lat: 34.993069, Lng: -81.970200), Route carried "on" structure: Ramp US 176, Year Built: 2006, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,268 (year 2041), Design Load: HS 25 or greater, Features Intersected: EAST CAMPUS BLVD(S-1089)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.535, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.4 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: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9954, Location: 3.6 MI N OR SPARTANBURG (Lat: 34.993069, Lng: -81.970200), Route carried "on" structure: Ramp US 176, Year Built: 2006, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,268 (year 2041), Design Load: HS 25 or greater, Features Intersected: EAST CAMPUS BLVD(S-1089)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.535, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.4 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: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10201, Location: 4.0 MI N OF SPARTANBURG (Lat: 34.989444, Lng: -81.965139), Route carried "on" structure: Interstate 585, Year Built: 2005, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 13,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,375 (year 2040), Design Load: HS 25 or greater, Features Intersected: SC 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.266, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.5 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: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10201, Location: 4.0 MI N OF SPARTANBURG (Lat: 34.989444, Lng: -81.965139), Route carried "on" structure: Interstate 585, Year Built: 2005, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 13,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,375 (year 2040), Design Load: HS 25 or greater, Features Intersected: SC 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.266, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.5 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: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2831, Location: 4.0 MI N OF SPARTANBURG (Lat: 34.989281, Lng: -81.965472), Route carried "under" structure: State highway 85, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 15,600 (year 2020), Truck Traffic: 11%, Features Intersected: SC 85
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 7.306, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 2831, Location: 4.0 MI N OF SPARTANBURG (Lat: 34.989281, Lng: -81.965472), Route carried "under" structure: State highway 85, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 15,600 (year 2020), Truck Traffic: 11%, Features Intersected: SC 85
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 7.306, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 2834, Location: 2.0 MI N OF SPARTANBURG (Lat: 34.995506, Lng: -81.946525), Route carried "under" structure: State highway 85, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 24,300 (year 2020), Truck Traffic: 14%, Features Intersected: SC 85, Facility Carried by Structure: SC 9
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 9.173, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 2834, Location: 2.0 MI N OF SPARTANBURG (Lat: 34.995506, Lng: -81.946525), Route carried "under" structure: State highway 85, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 24,300 (year 2020), Truck Traffic: 14%, Features Intersected: SC 85, Facility Carried by Structure: SC 9
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 9.173, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 3125, Location: 3.2 MI N SPARTANBURG (Lat: 34.991831, Lng: -81.959042), Route carried "under" structure: State highway 85, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 24,300 (year 2020), Truck Traffic: 14%, Features Intersected: SC 85, Facility Carried by Structure: L-42-965
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 7.934, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 3125, Location: 3.2 MI N SPARTANBURG (Lat: 34.991831, Lng: -81.959042), Route carried "under" structure: State highway 85, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 24,300 (year 2020), Truck Traffic: 14%, Features Intersected: SC 85, Facility Carried by Structure: L-42-965
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 7.934, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 6015, Location: 3.5 MI N SPARTANBURG (Lat: 35.002681, Lng: -81.925569), Route carried "under" structure: State highway 85, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 21,100 (year 2020), Truck Traffic: 7%, Features Intersected: SC 85, Facility Carried by Structure: S-42-191
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 11.265, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 6015, Location: 3.5 MI N SPARTANBURG (Lat: 35.002681, Lng: -81.925569), Route carried "under" structure: State highway 85, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 21,100 (year 2020), Truck Traffic: 7%, Features Intersected: SC 85, Facility Carried by Structure: S-42-191
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 11.265, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 867, Location: 4.5 MI NW OF SPARTANBURG (Lat: 35.012314, Lng: -81.975514), Route carried "under" structure: State highway 79, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 3%, Features Intersected: S-79, Facility Carried by Structure: I-85 NB
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 2.929, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 867, Location: 4.5 MI NW OF SPARTANBURG (Lat: 35.012314, Lng: -81.975514), Route carried "under" structure: State highway 79, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 3%, Features Intersected: S-79, Facility Carried by Structure: I-85 NB
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 2.929, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 8672, Location: 2.3 MI_N OF SPARTANBURG (Lat: 35.012494, Lng: -81.949550), Route carried "under" structure: State highway 43, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 6%, Features Intersected: S-43, Facility Carried by Structure: I-85 NB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.612, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 8672, Location: 2.3 MI_N OF SPARTANBURG (Lat: 35.012494, Lng: -81.949550), Route carried "under" structure: State highway 43, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 6%, Features Intersected: S-43, Facility Carried by Structure: I-85 NB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.612, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 8674, Location: 4.5 MI NW OF SPARTANBURG (Lat: 35.012564, Lng: -81.975619), Route carried "under" structure: State highway 79, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 3%, Features Intersected: S-79, Facility Carried by Structure: I-85 SB
Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 2.929, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 8674, Location: 4.5 MI NW OF SPARTANBURG (Lat: 35.012564, Lng: -81.975619), Route carried "under" structure: State highway 79, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 3%, Features Intersected: S-79, Facility Carried by Structure: I-85 SB
Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 2.929, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 8676, Location: 2.3 MI N OF SPARTANBURG (Lat: 35.012733, Lng: -81.949364), Route carried "under" structure: State highway 43, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 6%, Features Intersected: S-43, Facility Carried by Structure: I-85 SB
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.612, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 8676, Location: 2.3 MI N OF SPARTANBURG (Lat: 35.012733, Lng: -81.949364), Route carried "under" structure: State highway 43, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 6%, Features Intersected: S-43, Facility Carried by Structure: I-85 SB
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.612, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 8677, Location: 3.5 MI NW OF SPARTANBURG (Lat: 34.997500, Lng: -81.993056), Route carried "under" structure: Interstate 85, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 78,300 (year 2021), Truck Traffic: 20%, Features Intersected: I-85 (NEW), Facility Carried by Structure: US 176
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 116.436, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 8677, Location: 3.5 MI NW OF SPARTANBURG (Lat: 34.997500, Lng: -81.993056), Route carried "under" structure: Interstate 85, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 78,300 (year 2021), Truck Traffic: 20%, Features Intersected: I-85 (NEW), Facility Carried by Structure: US 176
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 116.436, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 8684, Location: 4.5 MI N SPARTENBURG (Lat: 35.012817, Lng: -81.958139), Route carried "under" structure: Interstate 85, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 61,600 (year 2020), Truck Traffic: 9%, Features Intersected: I-85 (NEW), Facility Carried by Structure: SC 9
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 120.443, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 8684, Location: 4.5 MI N SPARTENBURG (Lat: 35.012817, Lng: -81.958139), Route carried "under" structure: Interstate 85, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 61,600 (year 2020), Truck Traffic: 9%, Features Intersected: I-85 (NEW), Facility Carried by Structure: SC 9
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 120.443, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)