Bridge Statistics for Glen Alpine, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 295ft / 90.0mTotal length
- 141,380Total average daily traffic
- 19,891Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Glen Alpine
- No street view available for this location
- New bridges - historical statistics
- 101950-1959
- 11960-1969
- 21970-1979
- 31990-1999
- 62000-2009
- 12010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 45.5%Good
- 9.1%Satisfactory
- 36.4%Fair
- Bridge Condition - Superstructure
- 27.3%Very good
- 27.3%Good
- 36.4%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 9.1%Very good
- 54.5%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 15.4%Very good
- 61.5%Good
- 23.1%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 230044, Location: .87 MI.S.JCT.NC126 (Lat: 35.744422, Lng: -81.772292), Route carried "on" structure: State highway 1147, Year Built: 1959, Status: Posted for load, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 2,300 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: H 15, Features Intersected: CATAWBA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 230044, Location: .87 MI.S.JCT.NC126 (Lat: 35.744422, Lng: -81.772292), Route carried "on" structure: State highway 1147, Year Built: 1959, Status: Posted for load, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 2,300 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: H 15, Features Intersected: CATAWBA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 230045, Location: .35 MI.E.JCT.SR1230 (Lat: 35.728306, Lng: -81.808408), Route carried "on" structure: State highway 1223, Year Built: 1966, Status: Open, Structure Length: 13.13m (43.08ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 15, Features Intersected: CATAWBA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 230045, Location: .35 MI.E.JCT.SR1230 (Lat: 35.728306, Lng: -81.808408), Route carried "on" structure: State highway 1223, Year Built: 1966, Status: Open, Structure Length: 13.13m (43.08ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 15, Features Intersected: CATAWBA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 230046, Location: .6 MI.E.JCT.SR1233 (Lat: 35.740611, Lng: -81.834719), Route carried "on" structure: State highway 1223, Year Built: 2005, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 910 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,820 (year 2040), Design Load: HS 20+Mod, Features Intersected: CATAWBA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.2m (177.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 230046, Location: .6 MI.E.JCT.SR1233 (Lat: 35.740611, Lng: -81.834719), Route carried "on" structure: State highway 1223, Year Built: 2005, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 910 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,820 (year 2040), Design Load: HS 20+Mod, Features Intersected: CATAWBA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.2m (177.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 230047, Location: 0.2 MI.S.JCT.SR1223 (Lat: 35.738739, Lng: -81.844528), Route carried "on" structure: State highway 1233, Year Built: 1990, Status: Open, Structure Length: 22.22m (72.90ft), Average Daily Traffic: 1,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAKE JAMES SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 230047, Location: 0.2 MI.S.JCT.SR1223 (Lat: 35.738739, Lng: -81.844528), Route carried "on" structure: State highway 1233, Year Built: 1990, Status: Open, Structure Length: 22.22m (72.90ft), Average Daily Traffic: 1,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAKE JAMES SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 230056, Location: .7 MI.N.JCT.NC126 (Lat: 35.763639, Lng: -81.764792), Route carried "on" structure: State highway 1250, Year Built: 2009, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 230056, Location: .7 MI.N.JCT.NC126 (Lat: 35.763639, Lng: -81.764792), Route carried "on" structure: State highway 1250, Year Built: 2009, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 230057, Location: .01 MI.E.JCT.SR1245 (Lat: 35.793072, Lng: -81.798444), Route carried "on" structure: State highway 1244, Year Built: 2007, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 220 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 440 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 230057, Location: .01 MI.E.JCT.SR1245 (Lat: 35.793072, Lng: -81.798444), Route carried "on" structure: State highway 1244, Year Built: 2007, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 220 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 440 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 230064, Location: .1 MI.N.JCT.SR1142 (Lat: 35.693603, Lng: -81.810483), Route carried "on" structure: State highway 1138, Year Built: 1956, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 15, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230064, Location: .1 MI.N.JCT.SR1142 (Lat: 35.693603, Lng: -81.810483), Route carried "on" structure: State highway 1138, Year Built: 1956, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 15, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230085, Location: .2 MI.S.JCT.SR1147 (Lat: 35.718969, Lng: -81.769350), Route carried "on" structure: State highway 1168, Year Built: 2002, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 230085, Location: .2 MI.S.JCT.SR1147 (Lat: 35.718969, Lng: -81.769350), Route carried "on" structure: State highway 1168, Year Built: 2002, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 230086, Location: .05 MI.S.JCT.SR1148 (Lat: 35.719419, Lng: -81.774914), Route carried "on" structure: State highway 1147, Year Built: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 230086, Location: .05 MI.S.JCT.SR1148 (Lat: 35.719419, Lng: -81.774914), Route carried "on" structure: State highway 1147, Year Built: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 230095, Location: 0.1 MI.N.JCT.SR1142 (Lat: 35.705386, Lng: -81.784517), Route carried "on" structure: State highway 1147, Year Built: 1956, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 15, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230095, Location: 0.1 MI.N.JCT.SR1142 (Lat: 35.705386, Lng: -81.784517), Route carried "on" structure: State highway 1147, Year Built: 1956, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 15, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230106, Location: .1 MI.N.JCT.SR2112 (Lat: 35.715258, Lng: -81.765036), Route carried "on" structure: State highway 1168, Year Built: 1956, Status: Open, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 15, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.169, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, 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: 230106, Location: .1 MI.N.JCT.SR2112 (Lat: 35.715258, Lng: -81.765036), Route carried "on" structure: State highway 1168, Year Built: 1956, Status: Open, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 15, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.169, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, 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: 230115, Location: .55 MI.N.JCT.SR1244 (Lat: 35.785300, Lng: -81.830956), Route carried "on" structure: State highway 1243, Year Built: 2005, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 180 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 230115, Location: .55 MI.N.JCT.SR1244 (Lat: 35.785300, Lng: -81.830956), Route carried "on" structure: State highway 1243, Year Built: 2005, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 180 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 230151, Location: 1 MI.N.JCT.SR1244 (Lat: 35.791342, Lng: -81.830669), Route carried "on" structure: State highway 1243, Year Built: 2017, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Features Intersected: CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230151, Location: 1 MI.N.JCT.SR1244 (Lat: 35.791342, Lng: -81.830669), Route carried "on" structure: State highway 1243, Year Built: 2017, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Features Intersected: CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230199, Location: .1 MI.N.JCT.SR1241 (Lat: 35.811908, Lng: -81.847411), Route carried "on" structure: State highway 1240, Year Built: 1978, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUSSELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 230199, Location: .1 MI.N.JCT.SR1241 (Lat: 35.811908, Lng: -81.847411), Route carried "on" structure: State highway 1240, Year Built: 1978, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUSSELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 230274, Location: 1 MI.W.JCT.SR1249 (Lat: 35.781686, Lng: -81.775258), Route carried "on" structure: State highway 1248, Year Built: 2008, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 2,200 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230274, Location: 1 MI.W.JCT.SR1249 (Lat: 35.781686, Lng: -81.775258), Route carried "on" structure: State highway 1248, Year Built: 2008, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 2,200 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230348, Location: .1 MI.S.JCT.SR1177 (Lat: 35.719275, Lng: -81.756036), Route carried "on" structure: State highway 1150, Year Built: 1998, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 3,400 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 230348, Location: .1 MI.S.JCT.SR1177 (Lat: 35.719275, Lng: -81.756036), Route carried "on" structure: State highway 1150, Year Built: 1998, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 3,400 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 230362, Location: .08 MI.N.JCT.US70 (Lat: 35.727122, Lng: -81.782556), Route carried "on" structure: State highway 1299, Year Built: 1972, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 230362, Location: .08 MI.N.JCT.US70 (Lat: 35.727122, Lng: -81.782556), Route carried "on" structure: State highway 1299, Year Built: 1972, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 230064, Location: .1 MI.N.JCT.SR1142 (Lat: 35.693603, Lng: -81.810483), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 19,750 (year 2019), Truck Traffic: 16%, Features Intersected: SR1138
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 29.270, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 230064, Location: .1 MI.N.JCT.SR1142 (Lat: 35.693603, Lng: -81.810483), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 19,750 (year 2019), Truck Traffic: 16%, Features Intersected: SR1138
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 29.270, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 230064, Location: .1 MI.N.JCT.SR1142 (Lat: 35.693603, Lng: -81.810483), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 19,750 (year 2019), Truck Traffic: 16%, Features Intersected: SR1138
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 29.270, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 230064, Location: .1 MI.N.JCT.SR1142 (Lat: 35.693603, Lng: -81.810483), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 19,750 (year 2019), Truck Traffic: 16%, Features Intersected: SR1138
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 29.270, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 230095, Location: 0.1 MI.N.JCT.SR1142 (Lat: 35.705386, Lng: -81.784517), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 15,750 (year 2015), Truck Traffic: 16%, Features Intersected: SR1147
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 29.776, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.1m (52.8ft)
Structure Number: 230095, Location: 0.1 MI.N.JCT.SR1142 (Lat: 35.705386, Lng: -81.784517), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 15,750 (year 2015), Truck Traffic: 16%, Features Intersected: SR1147
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 29.776, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.1m (52.8ft)
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Structure Number: 230095, Location: 0.1 MI.N.JCT.SR1142 (Lat: 35.705386, Lng: -81.784517), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 15,750 (year 2015), Truck Traffic: 16%, Features Intersected: SR1147
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 29.776, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.1m (52.8ft)
Structure Number: 230095, Location: 0.1 MI.N.JCT.SR1142 (Lat: 35.705386, Lng: -81.784517), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 15,750 (year 2015), Truck Traffic: 16%, Features Intersected: SR1147
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 29.776, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.1m (52.8ft)
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Structure Number: 230106, Location: .1 MI.N.JCT.SR2112 (Lat: 35.715258, Lng: -81.765036), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 20,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1168
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 30.169, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.4m (53.8ft)
Structure Number: 230106, Location: .1 MI.N.JCT.SR2112 (Lat: 35.715258, Lng: -81.765036), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 20,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1168
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 30.169, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.4m (53.8ft)
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Structure Number: 230106, Location: .1 MI.N.JCT.SR2112 (Lat: 35.715258, Lng: -81.765036), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 20,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1168
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 30.169, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.4m (53.8ft)
Structure Number: 230106, Location: .1 MI.N.JCT.SR2112 (Lat: 35.715258, Lng: -81.765036), Route carried "under" structure: Interstate 40, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 20,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR1168
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 30.169, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.4m (53.8ft)