Bridge Statistics for Gayle Mill, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 125ft / 37.6mTotal length
- $1,961,000Total costs
- 32,850Total average daily traffic
- 6,100Total average daily truck traffic
- 54,444Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gayle Mill
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 31930-1939
- 21940-1949
- 31960-1969
- 21970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 31950-1959
- 21960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 22.2%Very good
- 22.2%Good
- 55.6%Satisfactory
- Bridge Condition - Superstructure
- 22.2%Very good
- 22.2%Good
- 11.1%Satisfactory
- 44.4%Fair
- Bridge Condition - Substructure
- 22.2%Very good
- 33.3%Good
- 11.1%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 13.3%Very good
- 13.3%Good
- 60.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Poor
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Structure Number: 327, Location: 5.0 MI S OF CHESTER (Lat: 34.664131, Lng: -81.285894), Route carried "on" structure: State highway 72, Year Built: 1929, Year Reconstructed: 1956, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 4,872 (year 2040), Design Load: HS 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.649, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 38.2 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: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $4,000, Total Project Cost: $98,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 327, Location: 5.0 MI S OF CHESTER (Lat: 34.664131, Lng: -81.285894), Route carried "on" structure: State highway 72, Year Built: 1929, Year Reconstructed: 1956, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 4,872 (year 2040), Design Load: HS 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.649, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 38.2 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: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $4,000, Total Project Cost: $98,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 328, Location: 3.3 MI S OF CHESTER (Lat: 34.678725, Lng: -81.258856), Route carried "on" structure: State highway 72, Year Built: 1929, Year Reconstructed: 1956, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,800 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 8,352 (year 2041), Design Load: H 15, Features Intersected: CANEY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.623, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 328, Location: 3.3 MI S OF CHESTER (Lat: 34.678725, Lng: -81.258856), Route carried "on" structure: State highway 72, Year Built: 1929, Year Reconstructed: 1956, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,800 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 8,352 (year 2041), Design Load: H 15, Features Intersected: CANEY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.623, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 77, Location: 1.2MI W OF CHESTER (Lat: 34.704519, Lng: -81.242328), Route carried "on" structure: US 321, Year Built: 1937, Year Reconstructed: 1960, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 8,736 (year 2040), Design Load: H 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.716, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 77, Location: 1.2MI W OF CHESTER (Lat: 34.704519, Lng: -81.242328), Route carried "on" structure: US 321, Year Built: 1937, Year Reconstructed: 1960, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 8,736 (year 2040), Design Load: H 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.716, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 772, Location: 4.8MI W OF CHESTER (Lat: 34.718772, Lng: -81.287028), Route carried "on" structure: State highway 9, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,394 (year 2040), Design Load: HS 20, Features Intersected: WALKERS MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.989, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: 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 minimum criteria, Deck Geometry: Superior to present desirable 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: March 2020
Structure Number: 772, Location: 4.8MI W OF CHESTER (Lat: 34.718772, Lng: -81.287028), Route carried "on" structure: State highway 9, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,394 (year 2040), Design Load: HS 20, Features Intersected: WALKERS MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.989, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: 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 minimum criteria, Deck Geometry: Superior to present desirable 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: March 2020
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Structure Number: 773, Location: 2.4MI W OF CHESTER (Lat: 34.706964, Lng: -81.256886), Route carried "on" structure: State highway 9, Year Built: 1937, Year Reconstructed: 1962, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 4,400 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,656 (year 2041), Design Load: H 15, Features Intersected: SANDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.9 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: 12.3 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.44m (21.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $705,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,058,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 773, Location: 2.4MI W OF CHESTER (Lat: 34.706964, Lng: -81.256886), Route carried "on" structure: State highway 9, Year Built: 1937, Year Reconstructed: 1962, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 4,400 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,656 (year 2041), Design Load: H 15, Features Intersected: SANDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.9 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: 12.3 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.44m (21.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $705,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,058,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1019, Location: 4.2 MI W OF CHESTER (Lat: 34.745744, Lng: -81.267081), Route carried "on" structure: State highway 97, Year Built: 1940, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 950 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,511 (year 2041), Design Load: H 15, Features Intersected: SEELEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.6 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: 12.0 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 replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $99,000, Total Project Cost: $591,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1019, Location: 4.2 MI W OF CHESTER (Lat: 34.745744, Lng: -81.267081), Route carried "on" structure: State highway 97, Year Built: 1940, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 950 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,511 (year 2041), Design Load: H 15, Features Intersected: SEELEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.6 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: 12.0 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 replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $99,000, Total Project Cost: $591,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 102, Location: 2.5MI NW OF CHESTER (Lat: 34.733144, Lng: -81.240147), Route carried "on" structure: State highway 97, Year Built: 1940, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,511 (year 2040), Design Load: H 20, Features Intersected: CHAPEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.934, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, 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: 10.2m (33.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 102, Location: 2.5MI NW OF CHESTER (Lat: 34.733144, Lng: -81.240147), Route carried "on" structure: State highway 97, Year Built: 1940, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,511 (year 2040), Design Load: H 20, Features Intersected: CHAPEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.934, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, 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: 10.2m (33.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 3218, Location: 2.0MI NW OF CHESTER (Lat: 34.730206, Lng: -81.239383), Route carried "on" structure: US 321, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,550 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,465 (year 2040), Design Load: H 20, Features Intersected: SANDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.822, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.1 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3218, Location: 2.0MI NW OF CHESTER (Lat: 34.730206, Lng: -81.239383), Route carried "on" structure: US 321, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,550 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,465 (year 2040), Design Load: H 20, Features Intersected: SANDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.822, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.1 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3222, Location: 4 MI SW CHESTER (Lat: 34.659608, Lng: -81.256431), Route carried "on" structure: County highway 546, Year Built: 1960, Year Reconstructed: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2040), Design Load: H 10, Features Intersected: MOUNTAIN LAKES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.618, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-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: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 17.5 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: 10.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $107,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3222, Location: 4 MI SW CHESTER (Lat: 34.659608, Lng: -81.256431), Route carried "on" structure: County highway 546, Year Built: 1960, Year Reconstructed: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2040), Design Load: H 10, Features Intersected: MOUNTAIN LAKES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.618, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-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: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 17.5 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: 10.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $107,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3223, Location: 4.2 MI SW CHESTER (Lat: 34.664289, Lng: -81.265583), Route carried "on" structure: County highway 546, Year Built: 1960, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2040), Design Load: H 15, Features Intersected: MOUNTAIN LAKES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.568, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-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: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 17.5 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: 10.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $107,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3223, Location: 4.2 MI SW CHESTER (Lat: 34.664289, Lng: -81.265583), Route carried "on" structure: County highway 546, Year Built: 1960, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2040), Design Load: H 15, Features Intersected: MOUNTAIN LAKES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.568, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-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: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 17.5 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: 10.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $107,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6442, Location: CHESTER CITY LIMITS (Lat: 34.698364, Lng: -81.231133), Route carried "on" structure: US 321, Year Built: 1974, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,400 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,864 (year 2040), Design Load: H 20, Features Intersected: TAN YARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.417, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.3 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: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 6442, Location: CHESTER CITY LIMITS (Lat: 34.698364, Lng: -81.231133), Route carried "on" structure: US 321, Year Built: 1974, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,400 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,864 (year 2040), Design Load: H 20, Features Intersected: TAN YARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.417, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.3 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: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 6447, Location: 1.1 MI W. OF CHESTER (Lat: 34.709744, Lng: -81.239528), Route carried "on" structure: State highway 383, Year Built: 1974, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 917 (year 2040), Design Load: H 15, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.967, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.7 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: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 6447, Location: 1.1 MI W. OF CHESTER (Lat: 34.709744, Lng: -81.239528), Route carried "on" structure: State highway 383, Year Built: 1974, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 917 (year 2040), Design Load: H 15, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.967, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.7 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: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 8145, Location: 2 MI W OF CHESTER (Lat: 34.694683, Lng: -81.244556), Route carried "on" structure: State highway 316, Year Built: 1988, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8145, Location: 2 MI W OF CHESTER (Lat: 34.694683, Lng: -81.244556), Route carried "on" structure: State highway 316, Year Built: 1988, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9147, Location: 2.8 MI W CHESTER (Lat: 34.685681, Lng: -81.256175), Route carried "on" structure: State highway 304, Year Built: 1997, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 375 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 548 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.486, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9147, Location: 2.8 MI W CHESTER (Lat: 34.685681, Lng: -81.256175), Route carried "on" structure: State highway 304, Year Built: 1997, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 375 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 548 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.486, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9493, Location: 3.8MI W OF CHESTER (Lat: 34.715861, Lng: -81.281072), Route carried "on" structure: State highway 9, Year Built: 2000, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,394 (year 2040), Design Load: HS 25 or greater, Features Intersected: SEELEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.600, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9493, Location: 3.8MI W OF CHESTER (Lat: 34.715861, Lng: -81.281072), Route carried "on" structure: State highway 9, Year Built: 2000, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,394 (year 2040), Design Load: HS 25 or greater, Features Intersected: SEELEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.600, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete