Bridge Statistics for Saluda, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 184ft / 55.8mTotal length
- 145,340Total average daily traffic
- 31,432Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Saluda
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 141960-1969
- 11970-1979
- 21980-1989
- 12000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.3%Excellent
- 6.3%Very good
- 18.8%Good
- 43.8%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 6.3%Excellent
- 6.3%Very good
- 12.5%Good
- 25.0%Satisfactory
- 37.5%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 6.3%Excellent
- 6.3%Very good
- 25.0%Good
- 31.3%Satisfactory
- 25.0%Fair
- 6.3%Poor
- Bridge Condition - Channel
- 7.7%Very good
- 46.2%Good
- 30.8%Satisfactory
- 15.4%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Fair
Find on map >> Show street view
Structure Number: 89003, Location: 5.2 MI. E. JCT US25 (Lat: 35.264669, Lng: -82.364703), Route carried "on" structure: Interstate 26, Year Built: 1968, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 44,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1834
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.069, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 89003, Location: 5.2 MI. E. JCT US25 (Lat: 35.264669, Lng: -82.364703), Route carried "on" structure: Interstate 26, Year Built: 1968, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 44,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1834
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.069, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 890033, Location: 5.2 MI. E. JCT US 25 (Lat: 35.264561, Lng: -82.364800), Route carried "on" structure: Interstate 26, Year Built: 1968, Year Reconstructed: 2014, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 44,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1834
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.069, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 890033, Location: 5.2 MI. E. JCT US 25 (Lat: 35.264561, Lng: -82.364800), Route carried "on" structure: Interstate 26, Year Built: 1968, Year Reconstructed: 2014, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 44,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1834
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.069, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 89018, Location: 0.5 MI.E.JCT.SR1846 (Lat: 35.205628, Lng: -82.363831), Route carried "on" structure: State highway 1840, Year Built: 2018, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Features Intersected: NORTH PACOLET 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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 56.2 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: Superior to present desirable criteria, 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, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 89018, Location: 0.5 MI.E.JCT.SR1846 (Lat: 35.205628, Lng: -82.363831), Route carried "on" structure: State highway 1840, Year Built: 2018, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Features Intersected: NORTH PACOLET 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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 56.2 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: Superior to present desirable criteria, 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, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 890209, Location: 1.2 MI.E.JCT.SR1832 (Lat: 35.254275, Lng: -82.351942), Route carried "on" structure: State highway 1919, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 110 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 220 (year 2040), Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 890209, Location: 1.2 MI.E.JCT.SR1832 (Lat: 35.254275, Lng: -82.351942), Route carried "on" structure: State highway 1919, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 110 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 220 (year 2040), Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 890342, Location: .3 MI.W.JCT.US176 (Lat: 35.240903, Lng: -82.367631), Route carried "on" structure: State highway 1836, Year Built: 1915, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60 (year 2000), Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 890342, Location: .3 MI.W.JCT.US176 (Lat: 35.240903, Lng: -82.367631), Route carried "on" structure: State highway 1836, Year Built: 1915, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60 (year 2000), Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1490002, Location: 1.5 MI.W.JCT.SR1100 (Lat: 35.215561, Lng: -82.346758), Route carried "on" structure: State highway 1102, Year Built: 2010, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HL 93, Features Intersected: NORTH PACOLET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, 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: 1490002, Location: 1.5 MI.W.JCT.SR1100 (Lat: 35.215561, Lng: -82.346758), Route carried "on" structure: State highway 1102, Year Built: 2010, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HL 93, Features Intersected: NORTH PACOLET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, 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
Find on map >> Show street view
Structure Number: 1490003, Location: .5 MI.W.JCT.SR1100 (Lat: 35.218611, Lng: -82.333300), Route carried "on" structure: State highway 1102, Year Built: 2013, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HL 93, Features Intersected: COLT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1490003, Location: .5 MI.W.JCT.SR1100 (Lat: 35.218611, Lng: -82.333300), Route carried "on" structure: State highway 1102, Year Built: 2013, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: HL 93, Features Intersected: COLT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1490004, Location: .1 MI.W.JCT.SR1100 (Lat: 35.219161, Lng: -82.325500), Route carried "on" structure: State highway 1102, Year Built: 2018, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2040), Design Load: HL 93, Features Intersected: FORK 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: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: 1490004, Location: .1 MI.W.JCT.SR1100 (Lat: 35.219161, Lng: -82.325500), Route carried "on" structure: State highway 1102, Year Built: 2018, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2040), Design Load: HL 93, Features Intersected: FORK 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: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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
Find on map >> Show street view
Structure Number: 1490005, Location: .01 MI.E.JCT.SR1177 (Lat: 35.236200, Lng: -82.350019), Route carried "on" structure: US 176, Year Built: 1967, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,600 (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: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: 1490005, Location: .01 MI.E.JCT.SR1177 (Lat: 35.236200, Lng: -82.350019), Route carried "on" structure: US 176, Year Built: 1967, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,600 (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: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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
Find on map >> Show street view
Structure Number: 1490008, Location: .8 MI.W.JCT.SR1100 (Lat: 35.207022, Lng: -82.341211), Route carried "on" structure: State highway 1101, Year Built: 1988, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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: 1490008, Location: .8 MI.W.JCT.SR1100 (Lat: 35.207022, Lng: -82.341211), Route carried "on" structure: State highway 1101, Year Built: 1988, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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
Find on map >> Show street view
Structure Number: 1490009, Location: .2 MI.E.JCT.SR1100 (Lat: 35.220303, Lng: -82.322028), Route carried "on" structure: State highway 1102, Year Built: 1969, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2040), Features Intersected: NORTH PACOLET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 0.0m, Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: January 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1490009, Location: .2 MI.E.JCT.SR1100 (Lat: 35.220303, Lng: -82.322028), Route carried "on" structure: State highway 1102, Year Built: 1969, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2040), Features Intersected: NORTH PACOLET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 0.0m, Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: January 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1490014, Location: .8 MI.E.JCT.SR1191 (Lat: 35.241117, Lng: -82.317892), Route carried "on" structure: State highway 1122, Year Built: 1970, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 840 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,680 (year 2040), Features Intersected: COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1490014, Location: .8 MI.E.JCT.SR1191 (Lat: 35.241117, Lng: -82.317892), Route carried "on" structure: State highway 1122, Year Built: 1970, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 840 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,680 (year 2040), Features Intersected: COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1490027, Location: .7 MI.E.JCT.SR1102 (Lat: 35.221728, Lng: -82.308661), Route carried "on" structure: US 176, Year Built: 1927, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: H 15, Features Intersected: NORTH PACOLET RIVER
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), 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: 1490027, Location: .7 MI.E.JCT.SR1102 (Lat: 35.221728, Lng: -82.308661), Route carried "on" structure: US 176, Year Built: 1927, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: H 15, Features Intersected: NORTH PACOLET RIVER
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1490031, Location: 1 MI.E.JCT.SR1102 (Lat: 35.222167, Lng: -82.307058), Route carried "on" structure: US 176, Year Built: 1927, Status: Posted for load, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: H 15, Features Intersected: NORTH PACOLET 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: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), 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: 1490031, Location: 1 MI.E.JCT.SR1102 (Lat: 35.222167, Lng: -82.307058), Route carried "on" structure: US 176, Year Built: 1927, Status: Posted for load, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: H 15, Features Intersected: NORTH PACOLET 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: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1490047, Location: 3.8 MI.N.JCT.SR1142 (Lat: 35.274086, Lng: -82.305964), Route carried "on" structure: State highway 1151, Year Built: 2001, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 400 (year 2013), Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20+Mod, Features Intersected: GREEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1490047, Location: 3.8 MI.N.JCT.SR1142 (Lat: 35.274086, Lng: -82.305964), Route carried "on" structure: State highway 1151, Year Built: 2001, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 400 (year 2013), Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20+Mod, Features Intersected: GREEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1490098, Location: 0.20 MI.E.JCT.SR1006 (Lat: 35.248717, Lng: -82.327872), Route carried "on" structure: Interstate 26, Year Built: 1969, Year Reconstructed: 2015, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 44,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1142
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.044, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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, Underclear: Meets minimum limits, 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: Latex Concrete
Structure Number: 1490098, Location: 0.20 MI.E.JCT.SR1006 (Lat: 35.248717, Lng: -82.327872), Route carried "on" structure: Interstate 26, Year Built: 1969, Year Reconstructed: 2015, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 44,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1142
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.044, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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, Underclear: Meets minimum limits, 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: Latex Concrete
Find on map >> Show street view
Structure Number: 1490099, Location: 0.19 MI.E.JCT.SR1006 (Lat: 35.248567, Lng: -82.327911), Route carried "on" structure: Interstate 26, Year Built: 1969, Year Reconstructed: 2013, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 44,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1142
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.044, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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, Underclear: Meets minimum limits, 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: Latex Concrete
Structure Number: 1490099, Location: 0.19 MI.E.JCT.SR1006 (Lat: 35.248567, Lng: -82.327911), Route carried "on" structure: Interstate 26, Year Built: 1969, Year Reconstructed: 2013, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 44,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1142
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.044, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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, Underclear: Meets minimum limits, 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: Latex Concrete
Find on map >> Show street view
Structure Number: 1490101, Location: .01 MI.S.JCT.SR1184 (Lat: 35.254311, Lng: -82.348086), Route carried "on" structure: State highway 1183, Year Built: 1968, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 120 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: H 15, Features Intersected: I26
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: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.0 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: Equal to present minimum criteria, Underclear: High priority of corrective action, 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
Structure Number: 1490101, Location: .01 MI.S.JCT.SR1184 (Lat: 35.254311, Lng: -82.348086), Route carried "on" structure: State highway 1183, Year Built: 1968, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 120 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Design Load: H 15, Features Intersected: I26
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: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.0 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: Equal to present minimum criteria, Underclear: High priority of corrective action, 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
Find on map >> Show street view
Structure Number: 1490128, Location: 2.1 MI. E. JCT. SR1153 (Lat: 35.262161, Lng: -82.284242), Route carried "on" structure: State highway 1142, Year Built: 1983, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: COVE CREEK
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 1490128, Location: 2.1 MI. E. JCT. SR1153 (Lat: 35.262161, Lng: -82.284242), Route carried "on" structure: State highway 1142, Year Built: 1983, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: COVE CREEK
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 89003, Location: 5.2 MI. E. JCT US25 (Lat: 35.264669, Lng: -82.364703), Route carried "under" structure: State highway 1834, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 200 (year 1995), Truck Traffic: 6%, Features Intersected: I-26,US74 WBL
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.2m (36.7ft)
Structure Number: 89003, Location: 5.2 MI. E. JCT US25 (Lat: 35.264669, Lng: -82.364703), Route carried "under" structure: State highway 1834, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 200 (year 1995), Truck Traffic: 6%, Features Intersected: I-26,US74 WBL
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.2m (36.7ft)
Find on map >> Show street view
Structure Number: 890033, Location: 5.2 MI. E. JCT US 25 (Lat: 35.264561, Lng: -82.364800), Route carried "under" structure: State highway 1834, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 200 (year 1995), Truck Traffic: 6%, Features Intersected: I-26,US74 EBL
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.2m (36.7ft)
Structure Number: 890033, Location: 5.2 MI. E. JCT US 25 (Lat: 35.264561, Lng: -82.364800), Route carried "under" structure: State highway 1834, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 200 (year 1995), Truck Traffic: 6%, Features Intersected: I-26,US74 EBL
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.2m (36.7ft)
Find on map >> Show street view
Structure Number: 1490098, Location: 0.20 MI.E.JCT.SR1006 (Lat: 35.248717, Lng: -82.327872), Route carried "under" structure: State highway 1142, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 6%, Features Intersected: I-26 WBL
Minimum Vertical Clearance: 6.95m (22.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 1490098, Location: 0.20 MI.E.JCT.SR1006 (Lat: 35.248717, Lng: -82.327872), Route carried "under" structure: State highway 1142, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 6%, Features Intersected: I-26 WBL
Minimum Vertical Clearance: 6.95m (22.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Find on map >> Show street view
Structure Number: 1490099, Location: 0.19 MI.E.JCT.SR1006 (Lat: 35.248567, Lng: -82.327911), Route carried "under" structure: State highway 1142, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 6%, Features Intersected: I-26 EBL
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 18.044, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 1490099, Location: 0.19 MI.E.JCT.SR1006 (Lat: 35.248567, Lng: -82.327911), Route carried "under" structure: State highway 1142, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 6%, Features Intersected: I-26 EBL
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 18.044, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Find on map >> Show street view
Structure Number: 1490101, Location: .01 MI.S.JCT.SR1184 (Lat: 35.254311, Lng: -82.348086), Route carried "under" structure: Interstate 26, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Features Intersected: SR1183
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 17.648, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 1490101, Location: .01 MI.S.JCT.SR1184 (Lat: 35.254311, Lng: -82.348086), Route carried "under" structure: Interstate 26, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Features Intersected: SR1183
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 17.648, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Find on map >> Show street view
Structure Number: 1490101, Location: .01 MI.S.JCT.SR1184 (Lat: 35.254311, Lng: -82.348086), Route carried "under" structure: Interstate 26, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Features Intersected: SR1183
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 17.648, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 1490101, Location: .01 MI.S.JCT.SR1184 (Lat: 35.254311, Lng: -82.348086), Route carried "under" structure: Interstate 26, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 22,250 (year 2019), Truck Traffic: 23%, Features Intersected: SR1183
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 17.648, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)