Bridge Statistics for Arial, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 121ft / 36.6mTotal length
- $1,868,000Total costs
- 31,950Total average daily traffic
- 1,548Total average daily truck traffic
- 43,368Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Arial
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 51950-1959
- 31960-1969
- 41990-1999
- 52000-2009
- 22010-2019
- Bridge Condition - Deck
- 57.9%Very good
- 21.1%Good
- 10.5%Satisfactory
- 10.5%Fair
- Bridge Condition - Superstructure
- 52.6%Very good
- 26.3%Good
- 10.5%Satisfactory
- 10.5%Fair
- Bridge Condition - Substructure
- 52.6%Very good
- 15.8%Good
- 15.8%Satisfactory
- 10.5%Fair
- 5.3%Poor
- Bridge Condition - Channel
- 31.6%Very good
- 36.8%Good
- 21.1%Satisfactory
- 10.5%Fair
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Structure Number: 115, Location: 3MI NW OF EASLEY (Lat: 34.847064, Lng: -82.653956), Route carried "on" structure: State highway 8, Year Built: 1920, Year Reconstructed: 1965, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 11,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,478 (year 2040), Design Load: HS 15, Features Intersected: RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.739, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 12.3 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: 9.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $124,000, Total Project Cost: $741,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 115, Location: 3MI NW OF EASLEY (Lat: 34.847064, Lng: -82.653956), Route carried "on" structure: State highway 8, Year Built: 1920, Year Reconstructed: 1965, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 11,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,478 (year 2040), Design Load: HS 15, Features Intersected: RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.739, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 12.3 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: 9.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $124,000, Total Project Cost: $741,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2239, Location: 2.5 MI W OF EASLEY (Lat: 34.825172, Lng: -82.644094), Route carried "on" structure: State highway 54, Year Built: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,148 (year 2040), Design Load: H 10, Features Intersected: GOLDEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.3 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2239, Location: 2.5 MI W OF EASLEY (Lat: 34.825172, Lng: -82.644094), Route carried "on" structure: State highway 54, Year Built: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,148 (year 2040), Design Load: H 10, Features Intersected: GOLDEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.3 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241, Location: 3 MI E OF PICKENS (Lat: 34.884928, Lng: -82.654658), Route carried "on" structure: State highway 183, Year Built: 1956, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 6,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,636 (year 2040), Design Load: H 15, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.894, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 3.2 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: 1.0 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, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $44,000, Total Project Cost: $264,000 ( Estimate for 2021)
Structure Number: 241, Location: 3 MI E OF PICKENS (Lat: 34.884928, Lng: -82.654658), Route carried "on" structure: State highway 183, Year Built: 1956, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 6,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,636 (year 2040), Design Load: H 15, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.894, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 3.2 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: 1.0 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, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $44,000, Total Project Cost: $264,000 ( Estimate for 2021)
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Structure Number: 2608, Location: 3.0 MI NW EASLEY (Lat: 34.846528, Lng: -82.644772), Route carried "on" structure: State highway 90, Year Built: 1957, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,750 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,678 (year 2040), Design Load: H 10, Features Intersected: RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.484, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 17.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2608, Location: 3.0 MI NW EASLEY (Lat: 34.846528, Lng: -82.644772), Route carried "on" structure: State highway 90, Year Built: 1957, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,750 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,678 (year 2040), Design Load: H 10, Features Intersected: RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.484, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 17.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2821, Location: 3.0 MI S PICKENS (Lat: 34.841503, Lng: -82.694831), Route carried "on" structure: State highway 204, Year Built: 1958, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 960 (year 2040), Design Load: H 10, Features Intersected: RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 17.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2821, Location: 3.0 MI S PICKENS (Lat: 34.841503, Lng: -82.694831), Route carried "on" structure: State highway 204, Year Built: 1958, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 960 (year 2040), Design Load: H 10, Features Intersected: RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 17.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3076, Location: 3.0 MI E PICKENS (Lat: 34.884686, Lng: -82.655275), Route carried "on" structure: State highway 80, Year Built: 1959, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 832 (year 2040), Design Load: H 10, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, 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: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 21.4 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: 16.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3076, Location: 3.0 MI E PICKENS (Lat: 34.884686, Lng: -82.655275), Route carried "on" structure: State highway 80, Year Built: 1959, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 832 (year 2040), Design Load: H 10, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, 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: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 21.4 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: 16.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3736, Location: 4.5 MI E PICKENS (Lat: 34.902908, Lng: -82.637308), Route carried "on" structure: State highway 226, Year Built: 1961, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 10, Features Intersected: BR OF WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.778, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), 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: Good, Channel: Fair, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3736, Location: 4.5 MI E PICKENS (Lat: 34.902908, Lng: -82.637308), Route carried "on" structure: State highway 226, Year Built: 1961, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 10, Features Intersected: BR OF WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.778, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), 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: Good, Channel: Fair, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4876, Location: 2.5 MI SE PICKENS (Lat: 34.874131, Lng: -82.663458), Route carried "on" structure: State highway 90, Year Built: 1966, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,738 (year 2040), Design Load: H 15, Features Intersected: PICKENS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 11.3 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: 6.2 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: High priority of replacement, Deck Geometry: High priority of corrective action, 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: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $90,000, Total Project Cost: $540,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4876, Location: 2.5 MI SE PICKENS (Lat: 34.874131, Lng: -82.663458), Route carried "on" structure: State highway 90, Year Built: 1966, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,738 (year 2040), Design Load: H 15, Features Intersected: PICKENS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 11.3 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: 6.2 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: High priority of replacement, Deck Geometry: High priority of corrective action, 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: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $90,000, Total Project Cost: $540,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5144, Location: 3.0 MI SE PICKENS (Lat: 34.847261, Lng: -82.676375), Route carried "on" structure: State highway 274, Year Built: 1967, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,328 (year 2040), Design Load: H 10, Features Intersected: TRIB TO RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.245, 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: 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: Satisfactory, Channel: Satisfactory, Operating Rating: 18.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 22 months, Inspection Date: December 2020, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $23,000, Total Project Cost: $138,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5144, Location: 3.0 MI SE PICKENS (Lat: 34.847261, Lng: -82.676375), Route carried "on" structure: State highway 274, Year Built: 1967, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,328 (year 2040), Design Load: H 10, Features Intersected: TRIB TO RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.245, 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: 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: Satisfactory, Channel: Satisfactory, Operating Rating: 18.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 22 months, Inspection Date: December 2020, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $23,000, Total Project Cost: $138,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5615, Location: 4.5MI SE OF PICKENS (Lat: 34.855775, Lng: -82.641581), Route carried "on" structure: County highway 714, Year Built: 2004, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), 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: 7.1m (23.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $18,000, Total Project Cost: $110,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5615, Location: 4.5MI SE OF PICKENS (Lat: 34.855775, Lng: -82.641581), Route carried "on" structure: County highway 714, Year Built: 2004, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), 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: 7.1m (23.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $18,000, Total Project Cost: $110,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7724, Location: 5.0MI E OF PICKENS (Lat: 34.899278, Lng: -82.622039), Route carried "on" structure: County highway 614, Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7724, Location: 5.0MI E OF PICKENS (Lat: 34.899278, Lng: -82.622039), Route carried "on" structure: County highway 614, Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8029, Location: 4.0MI W OF EASLEY (Lat: 34.820181, Lng: -82.659864), Route carried "on" structure: County highway 274, Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: GOLDEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.815, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), 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: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8029, Location: 4.0MI W OF EASLEY (Lat: 34.820181, Lng: -82.659864), Route carried "on" structure: County highway 274, Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: GOLDEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.815, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), 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: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9069, Location: 4.0 MI SE PICKENS (Lat: 34.844886, Lng: -82.669564), Route carried "on" structure: State highway 274, Year Built: 1996, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,328 (year 2040), Design Load: HS 25 or greater, Features Intersected: RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.8 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: 42.1 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9069, Location: 4.0 MI SE PICKENS (Lat: 34.844886, Lng: -82.669564), Route carried "on" structure: State highway 274, Year Built: 1996, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,328 (year 2040), Design Load: HS 25 or greater, Features Intersected: RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.8 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: 42.1 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9355, Location: 4.0 MI E PICKENS (Lat: 34.886828, Lng: -82.644914), Route carried "on" structure: State highway 81, Year Built: 1998, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 618 (year 2040), Design Load: HS 25 or greater, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.380, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 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: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9355, Location: 4.0 MI E PICKENS (Lat: 34.886828, Lng: -82.644914), Route carried "on" structure: State highway 81, Year Built: 1998, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 618 (year 2040), Design Load: HS 25 or greater, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.380, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 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: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9356, Location: 2.5MI E OF PICKENS (Lat: 34.881697, Lng: -82.662161), Route carried "on" structure: County highway 598, Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9356, Location: 2.5MI E OF PICKENS (Lat: 34.881697, Lng: -82.662161), Route carried "on" structure: County highway 598, Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9358, Location: 5.0MI E OF PICKENS (Lat: 34.895392, Lng: -82.630664), Route carried "on" structure: County highway 1047, Year Built: 1998, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), 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: 6.2m (20.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9358, Location: 5.0MI E OF PICKENS (Lat: 34.895392, Lng: -82.630664), Route carried "on" structure: County highway 1047, Year Built: 1998, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), 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: 6.2m (20.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 976, Location: 2MI E OF PICKENS (Lat: 34.867222, Lng: -82.650558), Route carried "on" structure: County highway 201, Year Built: 2002, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTE TO RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.715, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 976, Location: 2MI E OF PICKENS (Lat: 34.867222, Lng: -82.650558), Route carried "on" structure: County highway 201, Year Built: 2002, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTE TO RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.715, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9935, Location: 2.9 SE OF PICKENS (Lat: 34.854081, Lng: -82.672428), Route carried "on" structure: County highway 1228, Year Built: 2011, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.188, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), 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: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 26.9 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: 20.7 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $13,000, Total Project Cost: $75,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9935, Location: 2.9 SE OF PICKENS (Lat: 34.854081, Lng: -82.672428), Route carried "on" structure: County highway 1228, Year Built: 2011, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.188, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), 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: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 26.9 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: 20.7 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $13,000, Total Project Cost: $75,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10235, Location: 4.5 MI SE OF PICKENS (Lat: 34.852092, Lng: -82.638283), Route carried "on" structure: County highway 1648, Year Built: 2006, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.452, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10235, Location: 4.5 MI SE OF PICKENS (Lat: 34.852092, Lng: -82.638283), Route carried "on" structure: County highway 1648, Year Built: 2006, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.452, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10244, Location: 2.5 MI NW OF EASLEY (Lat: 34.856272, Lng: -82.632578), Route carried "on" structure: County highway 705, Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.378, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 26.9 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: 18.1 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10244, Location: 2.5 MI NW OF EASLEY (Lat: 34.856272, Lng: -82.632578), Route carried "on" structure: County highway 705, Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO RICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.378, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 26.9 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: 18.1 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous