Bridge Statistics for Sans Souci, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 226ft / 68.8mTotal length
- $3,719,000Total costs
- 196,975Total average daily traffic
- 9,801Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sans Souci
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 21940-1949
- 61950-1959
- 51960-1969
- 11980-1989
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 11970-1979
- Bridge Condition - Deck
- 25.0%Very good
- 50.0%Good
- 8.3%Satisfactory
- 16.7%Poor
- Bridge Condition - Superstructure
- 25.0%Very good
- 41.7%Good
- 8.3%Satisfactory
- 25.0%Poor
- Bridge Condition - Substructure
- 16.7%Very good
- 41.7%Good
- 25.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 28.6%Very good
- 28.6%Good
- 21.4%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Satisfactory
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Structure Number: 651, Location: 2 MI N GREENVILLE (Lat: 34.886828, Lng: -82.405289), Route carried "on" structure: US 276, Year Built: 1934, Year Reconstructed: 1979, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 36,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 53,505 (year 2040), Design Load: HS 20, Features Intersected: P AND N RR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.736, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 651, Location: 2 MI N GREENVILLE (Lat: 34.886828, Lng: -82.405289), Route carried "on" structure: US 276, Year Built: 1934, Year Reconstructed: 1979, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 36,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 53,505 (year 2040), Design Load: HS 20, Features Intersected: P AND N RR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.736, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 652, Location: 3.3 MI N. GREENVILLE (Lat: 34.895358, Lng: -82.410322), Route carried "on" structure: US 276, Year Built: 1934, Year Reconstructed: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 27,695 (year 2040), Design Load: H 15, Features Intersected: TRIB TO REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.548, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 14.3 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: 11.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, 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: September 2020
Structure Number: 652, Location: 3.3 MI N. GREENVILLE (Lat: 34.895358, Lng: -82.410322), Route carried "on" structure: US 276, Year Built: 1934, Year Reconstructed: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 27,695 (year 2040), Design Load: H 15, Features Intersected: TRIB TO REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.548, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 14.3 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: 11.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, 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: September 2020
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Structure Number: 867, Location: 2.0 MI NW GREENVILLE (Lat: 34.870597, Lng: -82.421269), Route carried "on" structure: State highway 183, Year Built: 2002, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 14,800 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,796 (year 2040), Design Load: HS 25 or greater, Features Intersected: REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.341, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 867, Location: 2.0 MI NW GREENVILLE (Lat: 34.870597, Lng: -82.421269), Route carried "on" structure: State highway 183, Year Built: 2002, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 14,800 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,796 (year 2040), Design Load: HS 25 or greater, Features Intersected: REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.341, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 938, Location: 3MI N GREENVILLE (Lat: 34.884117, Lng: -82.423758), Route carried "on" structure: State highway 13, Year Built: 1939, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,763 (year 2040), Design Load: H 20, Features Intersected: TRIB TO LANGSTON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.177, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.9 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $36,000, Total Project Cost: $216,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 938, Location: 3MI N GREENVILLE (Lat: 34.884117, Lng: -82.423758), Route carried "on" structure: State highway 13, Year Built: 1939, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,763 (year 2040), Design Load: H 20, Features Intersected: TRIB TO LANGSTON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.177, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.9 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $36,000, Total Project Cost: $216,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1265, Location: 8 MI SE OF COLUMBIA (Lat: 33.916931, Lng: -80.947925), Route carried "on" structure: State highway 48, Year Built: 1942, Year Reconstructed: 1971, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,450 (year 2040), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 31.1 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 1265, Location: 8 MI SE OF COLUMBIA (Lat: 33.916931, Lng: -80.947925), Route carried "on" structure: State highway 48, Year Built: 1942, Year Reconstructed: 1971, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,450 (year 2040), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 31.1 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 1487, Location: 3.5 MI N GREENVILLE (Lat: 34.893269, Lng: -82.425433), Route carried "on" structure: State highway 87, Year Built: 1948, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10,600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 16,218 (year 2040), Design Load: H 15, Features Intersected: LANGSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 37.6 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $12,000, Total Project Cost: $69,000 ( Estimate for 2021)
Structure Number: 1487, Location: 3.5 MI N GREENVILLE (Lat: 34.893269, Lng: -82.425433), Route carried "on" structure: State highway 87, Year Built: 1948, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10,600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 16,218 (year 2040), Design Load: H 15, Features Intersected: LANGSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 37.6 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $12,000, Total Project Cost: $69,000 ( Estimate for 2021)
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Structure Number: 2536, Location: 5.7 MI N. GREENVILLE (Lat: 34.924897, Lng: -82.433156), Route carried "on" structure: US 276, Year Built: 1957, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 10,650 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,928 (year 2040), Design Load: HS 20, Features Intersected: L-4785
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.490, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 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: 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $74,000, Total Project Cost: $443,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2536, Location: 5.7 MI N. GREENVILLE (Lat: 34.924897, Lng: -82.433156), Route carried "on" structure: US 276, Year Built: 1957, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 10,650 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,928 (year 2040), Design Load: HS 20, Features Intersected: L-4785
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.490, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 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: 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $74,000, Total Project Cost: $443,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2537, Location: 5.7 MI N GREENVILLE (Lat: 34.924878, Lng: -82.432986), Route carried "on" structure: US 276, Year Built: 1957, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 10,650 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,928 (year 2040), Design Load: HS 20, Features Intersected: RAMP 5180/5181
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.501, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 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: 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $74,000, Total Project Cost: $443,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2537, Location: 5.7 MI N GREENVILLE (Lat: 34.924878, Lng: -82.432986), Route carried "on" structure: US 276, Year Built: 1957, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 10,650 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,928 (year 2040), Design Load: HS 20, Features Intersected: RAMP 5180/5181
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.501, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 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: 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $74,000, Total Project Cost: $443,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2733, Location: 3.7MI S TRAVELERS REST (Lat: 34.914967, Lng: -82.428858), Route carried "on" structure: State highway 13, Year Built: 1958, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 6,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,557 (year 2040), Design Load: HS 20, Features Intersected: US 276
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.151, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Operating Rating: 32.1 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: 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: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.09m (26.54ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,023,000, Roadway Improvement Cost: $256,000, Total Project Cost: $1,535,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2733, Location: 3.7MI S TRAVELERS REST (Lat: 34.914967, Lng: -82.428858), Route carried "on" structure: State highway 13, Year Built: 1958, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 6,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,557 (year 2040), Design Load: HS 20, Features Intersected: US 276
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.151, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Operating Rating: 32.1 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: 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: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.09m (26.54ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,023,000, Roadway Improvement Cost: $256,000, Total Project Cost: $1,535,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2736, Location: 3.5MI S TRAVELERS REST (Lat: 34.914892, Lng: -82.435900), Route carried "on" structure: State highway 170, Year Built: 1958, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,180 (year 2040), Design Load: H 10, Features Intersected: TRIB TO REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.641, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, 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: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $65,000, Total Project Cost: $390,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2736, Location: 3.5MI S TRAVELERS REST (Lat: 34.914892, Lng: -82.435900), Route carried "on" structure: State highway 170, Year Built: 1958, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,180 (year 2040), Design Load: H 10, Features Intersected: TRIB TO REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.641, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, 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: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $65,000, Total Project Cost: $390,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4325, Location: 2.5 MI NW OF GREENVILLE (Lat: 34.877286, Lng: -82.428653), Route carried "on" structure: State highway 253, Year Built: 1964, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 13,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,018 (year 2040), Design Load: H 20, Features Intersected: REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.471, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 4325, Location: 2.5 MI NW OF GREENVILLE (Lat: 34.877286, Lng: -82.428653), Route carried "on" structure: State highway 253, Year Built: 1964, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 13,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,018 (year 2040), Design Load: H 20, Features Intersected: REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.471, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 4326, Location: 2.5 MI NW GREENVILLE (Lat: 34.878361, Lng: -82.428417), Route carried "on" structure: State highway 253, Year Built: 1964, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 13,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,018 (year 2040), Design Load: H 15, Features Intersected: LANGSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.591, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 50.9 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 4326, Location: 2.5 MI NW GREENVILLE (Lat: 34.878361, Lng: -82.428417), Route carried "on" structure: State highway 253, Year Built: 1964, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 13,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,018 (year 2040), Design Load: H 15, Features Intersected: LANGSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.591, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 50.9 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 4333, Location: 2.7 MI NW GREENVILLE (Lat: 34.880575, Lng: -82.426942), Route carried "on" structure: State highway 507, Year Built: 1964, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: H 10, Features Intersected: LANGSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.685, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 12.0 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: 6.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $65,000, Total Project Cost: $387,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4333, Location: 2.7 MI NW GREENVILLE (Lat: 34.880575, Lng: -82.426942), Route carried "on" structure: State highway 507, Year Built: 1964, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: H 10, Features Intersected: LANGSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.685, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 12.0 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: 6.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $65,000, Total Project Cost: $387,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4543, Location: 3.5MI N GREENVILLE (Lat: 34.897158, Lng: -82.400156), Route carried "on" structure: State highway 310, Year Built: 1965, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,060 (year 2040), Design Load: H 15, Features Intersected: TRIB TO RICHLAND CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.696, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 6.2 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: 3.6 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 replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $39,000, Total Project Cost: $236,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4543, Location: 3.5MI N GREENVILLE (Lat: 34.897158, Lng: -82.400156), Route carried "on" structure: State highway 310, Year Built: 1965, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,060 (year 2040), Design Load: H 15, Features Intersected: TRIB TO RICHLAND CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.696, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 6.2 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: 3.6 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 replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $39,000, Total Project Cost: $236,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5298, Location: 3.3 MI N GREENVILLE (Lat: 34.892664, Lng: -82.417600), Route carried "on" structure: State highway 681, Year Built: 1968, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,836 (year 2040), Design Load: H 10, Features Intersected: TRIB TO LANGSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 18.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5298, Location: 3.3 MI N GREENVILLE (Lat: 34.892664, Lng: -82.417600), Route carried "on" structure: State highway 681, Year Built: 1968, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,836 (year 2040), Design Load: H 10, Features Intersected: TRIB TO LANGSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 18.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5541, Location: 3 MI N GREENVILLE (Lat: 34.900839, Lng: -82.439622), Route carried "on" structure: County highway 1273, Year Built: 2009, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: H 15, Features Intersected: TRIB TO REEDY RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.750, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 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: 42.8 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5541, Location: 3 MI N GREENVILLE (Lat: 34.900839, Lng: -82.439622), Route carried "on" structure: County highway 1273, Year Built: 2009, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: H 15, Features Intersected: TRIB TO REEDY RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.750, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 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: 42.8 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 769, Location: 3.5 MI N GREENVILLE (Lat: 34.889822, Lng: -82.425142), Route carried "on" structure: County highway 3388, Year Built: 1983, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 15, Features Intersected: LANGSTON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 769, Location: 3.5 MI N GREENVILLE (Lat: 34.889822, Lng: -82.425142), Route carried "on" structure: County highway 3388, Year Built: 1983, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 15, Features Intersected: LANGSTON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9768, Location: 0.5 MI NW OF GREENVILLE (Lat: 34.867361, Lng: -82.414997), Route carried "on" structure: State highway 183, Year Built: 2004, Status: Open, Structure Length: 32.00m (104.99ft), Average Daily Traffic: 14,800 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,796 (year 2040), Design Load: HS 25 or greater, Features Intersected: NS & CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.933, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 71.9m (235.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 32.00m (104.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9768, Location: 0.5 MI NW OF GREENVILLE (Lat: 34.867361, Lng: -82.414997), Route carried "on" structure: State highway 183, Year Built: 2004, Status: Open, Structure Length: 32.00m (104.99ft), Average Daily Traffic: 14,800 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,796 (year 2040), Design Load: HS 25 or greater, Features Intersected: NS & CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.933, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 71.9m (235.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 32.00m (104.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2536, Location: 5.7 MI N. GREENVILLE (Lat: 34.924897, Lng: -82.433156), Route carried "under" structure: County highway 4785, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 5%, Features Intersected: L-4785, Facility Carried by Structure: US 276 EB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 2536, Location: 5.7 MI N. GREENVILLE (Lat: 34.924897, Lng: -82.433156), Route carried "under" structure: County highway 4785, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 5%, Features Intersected: L-4785, Facility Carried by Structure: US 276 EB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 2733, Location: 3.7MI S TRAVELERS REST (Lat: 34.914967, Lng: -82.428858), Route carried "under" structure: US 276, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2020), Truck Traffic: 6%, Features Intersected: US 276, Facility Carried by Structure: S-23-13
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 46.800, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 2733, Location: 3.7MI S TRAVELERS REST (Lat: 34.914967, Lng: -82.428858), Route carried "under" structure: US 276, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2020), Truck Traffic: 6%, Features Intersected: US 276, Facility Carried by Structure: S-23-13
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 46.800, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)