Bridge Statistics for Inman, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 148ft / 45.3mTotal length
- $2,168,000Total costs
- 251,950Total average daily traffic
- 26,098Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Inman
- No street view available for this location
- New bridges - historical statistics
- 81950-1959
- 51960-1969
- 11970-1979
- 21980-1989
- 11990-1999
- 32000-2009
- Bridge Condition - Deck
- 33.3%Very good
- 41.7%Good
- 16.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 25.0%Good
- 41.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 16.7%Very good
- 50.0%Good
- 25.0%Satisfactory
- 8.3%Serious
- Bridge Condition - Channel
- 80.0%Very good
- 20.0%Good
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Fair
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Structure Number: 2083, Location: 1.0 MI E OF INMAN (Lat: 35.036336, Lng: -82.069586), Route carried "on" structure: US 176, Year Built: 1954, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 15,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 23,055 (year 2040), Design Load: H 20, Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.730, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.96m (19.55ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $754,000, Roadway Improvement Cost: $189,000, Total Project Cost: $1,131,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2083, Location: 1.0 MI E OF INMAN (Lat: 35.036336, Lng: -82.069586), Route carried "on" structure: US 176, Year Built: 1954, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 15,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 23,055 (year 2040), Design Load: H 20, Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.730, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.96m (19.55ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $754,000, Roadway Improvement Cost: $189,000, Total Project Cost: $1,131,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2084, Location: 2.0 MI E OF INMAN (Lat: 35.034408, Lng: -82.061947), Route carried "on" structure: US 176, Year Built: 1954, Year Reconstructed: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 18,400 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 26,680 (year 2041), Design Load: H 20, Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.480, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 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: 18.3m (60.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 24.9 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: 19.1 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 2084, Location: 2.0 MI E OF INMAN (Lat: 35.034408, Lng: -82.061947), Route carried "on" structure: US 176, Year Built: 1954, Year Reconstructed: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 18,400 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 26,680 (year 2041), Design Load: H 20, Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.480, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 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: 18.3m (60.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 24.9 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: 19.1 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 2085, Location: 3.0 MI E OF INMAN (Lat: 35.032681, Lng: -82.055108), Route carried "on" structure: US 176, Year Built: 1954, Year Reconstructed: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 18,400 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 26,680 (year 2041), Design Load: H 20, Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.135, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 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: 18.3m (60.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 24.9 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: 19.1 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 2085, Location: 3.0 MI E OF INMAN (Lat: 35.032681, Lng: -82.055108), Route carried "on" structure: US 176, Year Built: 1954, Year Reconstructed: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 18,400 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 26,680 (year 2041), Design Load: H 20, Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.135, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 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: 18.3m (60.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 24.9 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: 19.1 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 3119, Location: 4.0 MI N INMAN (Lat: 35.090289, Lng: -82.070231), Route carried "on" structure: State highway 212, Year Built: 1959, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,290 (year 2040), Design Load: HS 15, Features Intersected: I-26
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 2.717, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3119, Location: 4.0 MI N INMAN (Lat: 35.090289, Lng: -82.070231), Route carried "on" structure: State highway 212, Year Built: 1959, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,290 (year 2040), Design Load: HS 15, Features Intersected: I-26
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 2.717, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3126, Location: 2.5 MI E OF INMAN (Lat: 35.049681, Lng: -82.045869), Route carried "on" structure: State highway 975, Year Built: 1959, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,450 (year 2040), Design Load: HS 15, Features Intersected: I-26
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 3.985, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.45m (24.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $84,000, Total Project Cost: $504,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3126, Location: 2.5 MI E OF INMAN (Lat: 35.049681, Lng: -82.045869), Route carried "on" structure: State highway 975, Year Built: 1959, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,450 (year 2040), Design Load: HS 15, Features Intersected: I-26
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 3.985, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.45m (24.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $84,000, Total Project Cost: $504,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3474, Location: 3.0 MI NE OF INMAN (Lat: 35.064919, Lng: -82.051856), Route carried "on" structure: Interstate 26, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 33,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 42,250 (year 2040), Design Load: H 15, Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.058, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 43.6m (143.0ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 52.8 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 3474, Location: 3.0 MI NE OF INMAN (Lat: 35.064919, Lng: -82.051856), Route carried "on" structure: Interstate 26, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 33,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 42,250 (year 2040), Design Load: H 15, Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.058, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 43.6m (143.0ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 52.8 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 3516, Location: 2.5 MI NE OF INMAN (Lat: 35.060586, Lng: -82.050506), Route carried "on" structure: State highway 977, Year Built: 1960, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: I-26
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 1.244, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.39m (24.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $68,000, Total Project Cost: $407,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3516, Location: 2.5 MI NE OF INMAN (Lat: 35.060586, Lng: -82.050506), Route carried "on" structure: State highway 977, Year Built: 1960, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: I-26
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 1.244, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.39m (24.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $68,000, Total Project Cost: $407,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3518, Location: 1 1/2 MI SE OF INMAN (Lat: 35.026886, Lng: -82.076289), Route carried "on" structure: County highway 2063, Year Built: 2001, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CR, Facility Carried by Structure: C-42-218
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.252, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.6 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: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3518, Location: 1 1/2 MI SE OF INMAN (Lat: 35.026886, Lng: -82.076289), Route carried "on" structure: County highway 2063, Year Built: 2001, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CR, Facility Carried by Structure: C-42-218
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.252, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.6 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: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3521, Location: 2.5 MI E OF INMAN (Lat: 35.052592, Lng: -82.044414), Route carried "on" structure: County highway 4603, Year Built: 2002, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.011, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 36.6 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: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3521, Location: 2.5 MI E OF INMAN (Lat: 35.052592, Lng: -82.044414), Route carried "on" structure: County highway 4603, Year Built: 2002, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.011, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 36.6 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: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3528, Location: 2.8 MI E OF INMAN (Lat: 35.070669, Lng: -82.053328), Route carried "on" structure: State highway 979, Year Built: 1960, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: I-26
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.214, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3528, Location: 2.8 MI E OF INMAN (Lat: 35.070669, Lng: -82.053328), Route carried "on" structure: State highway 979, Year Built: 1960, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: I-26
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.214, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6583, Location: 3.2 MI SE OF INMAN (Lat: 35.024269, Lng: -82.042914), Route carried "on" structure: County highway 827, Year Built: 1974, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 15, Features Intersected: LAWSON FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.605, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 14.6 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: 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 corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $21,000, Total Project Cost: $126,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6583, Location: 3.2 MI SE OF INMAN (Lat: 35.024269, Lng: -82.042914), Route carried "on" structure: County highway 827, Year Built: 1974, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 15, Features Intersected: LAWSON FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.605, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 14.6 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: 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 corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $21,000, Total Project Cost: $126,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6785, Location: 2.0 MI SE OF INMAN (Lat: 35.031250, Lng: -82.059639), Route carried "on" structure: County highway 4694, Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 15, Features Intersected: TRIB LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.465, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.1 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: 43.4 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: 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6785, Location: 2.0 MI SE OF INMAN (Lat: 35.031250, Lng: -82.059639), Route carried "on" structure: County highway 4694, Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 15, Features Intersected: TRIB LAWSON FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.465, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.1 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: 43.4 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: 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7855, Location: 3.6 MI N OF INMAN (Lat: 35.098019, Lng: -82.086283), Route carried "on" structure: County highway 853, Year Built: 1984, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 15, Features Intersected: TRIB BOWEN LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.630, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), 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: 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: 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: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7855, Location: 3.6 MI N OF INMAN (Lat: 35.098019, Lng: -82.086283), Route carried "on" structure: County highway 853, Year Built: 1984, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 15, Features Intersected: TRIB BOWEN LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.630, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), 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: 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: 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: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7951, Location: 3.0 MI E INMAN (Lat: 35.036281, Lng: -82.039683), Route carried "on" structure: County highway 843, Year Built: 1985, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 15, Features Intersected: TRIB TO LAWSON FORK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.614, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 21.7 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: 15.6 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7951, Location: 3.0 MI E INMAN (Lat: 35.036281, Lng: -82.039683), Route carried "on" structure: County highway 843, Year Built: 1985, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: H 15, Features Intersected: TRIB TO LAWSON FORK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.614, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 21.7 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: 15.6 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9275, Location: 2.5 MI SE OF INMAN (Lat: 35.021386, Lng: -82.058394), Route carried "on" structure: County highway 810, Year Built: 1997, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.365, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 36.6 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: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9275, Location: 2.5 MI SE OF INMAN (Lat: 35.021386, Lng: -82.058394), Route carried "on" structure: County highway 810, Year Built: 1997, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: LAWSON FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.365, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 36.6 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: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3106, Location: 3.0MI NE OF INMAN (Lat: 35.080739, Lng: -82.062019), Route carried "under" structure: Interstate 26, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 29,300 (year 2020), Truck Traffic: 19%, Features Intersected: I-26, Facility Carried by Structure: SC 292
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 16.045, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 3106, Location: 3.0MI NE OF INMAN (Lat: 35.080739, Lng: -82.062019), Route carried "under" structure: Interstate 26, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 29,300 (year 2020), Truck Traffic: 19%, Features Intersected: I-26, Facility Carried by Structure: SC 292
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 16.045, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 3119, Location: 4.0 MI N INMAN (Lat: 35.090289, Lng: -82.070231), Route carried "under" structure: Interstate 26, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 29,300 (year 2020), Truck Traffic: 19%, Features Intersected: I-26, Facility Carried by Structure: S-42-212
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 14.706, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 3119, Location: 4.0 MI N INMAN (Lat: 35.090289, Lng: -82.070231), Route carried "under" structure: Interstate 26, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 29,300 (year 2020), Truck Traffic: 19%, Features Intersected: I-26, Facility Carried by Structure: S-42-212
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 14.706, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 3126, Location: 2.5 MI E OF INMAN (Lat: 35.049681, Lng: -82.045869), Route carried "under" structure: Interstate 26, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 33,800 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-42-975
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 19.875, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 3126, Location: 2.5 MI E OF INMAN (Lat: 35.049681, Lng: -82.045869), Route carried "under" structure: Interstate 26, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 33,800 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-42-975
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 19.875, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 3516, Location: 2.5 MI NE OF INMAN (Lat: 35.060586, Lng: -82.050506), Route carried "under" structure: Interstate 26, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 33,800 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-42-977
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 18.588, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 3516, Location: 2.5 MI NE OF INMAN (Lat: 35.060586, Lng: -82.050506), Route carried "under" structure: Interstate 26, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 33,800 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-42-977
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 18.588, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 3528, Location: 2.8 MI E OF INMAN (Lat: 35.070669, Lng: -82.053328), Route carried "under" structure: Interstate 26, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 33,800 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-42-979
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 17.445, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 3528, Location: 2.8 MI E OF INMAN (Lat: 35.070669, Lng: -82.053328), Route carried "under" structure: Interstate 26, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 33,800 (year 2020), Truck Traffic: 9%, Features Intersected: I-26, Facility Carried by Structure: S-42-979
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 17.445, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)