Bridge Statistics for Cullowhee, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 34Number of bridges
- 331ft / 101mTotal length
- 75,640Total average daily traffic
- 6,618Total average daily truck traffic
- 151,280Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cullowhee
- No street view available for this location
- New bridges - historical statistics
- 31940-1949
- 21950-1959
- 51960-1969
- 81970-1979
- 31980-1989
- 11990-1999
- 12000-2009
- 112010-2019
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 11970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 30.8%Very good
- 46.2%Good
- 23.1%Satisfactory
- Bridge Condition - Superstructure
- 38.5%Very good
- 23.1%Good
- 19.2%Satisfactory
- 7.7%Fair
- 11.5%Poor
- Bridge Condition - Substructure
- 38.5%Very good
- 11.5%Good
- 23.1%Satisfactory
- 23.1%Fair
- 3.8%Poor
- Bridge Condition - Channel
- 8.8%Very good
- 79.4%Good
- 11.8%Satisfactory
- Bridge Condition - Culverts
- 87.5%Good
- 12.5%Fair
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Structure Number: 990039, Location: 80 FT. N. JCT. SR1135 (Lat: 35.268194, Lng: -83.122639), Route carried "on" structure: State highway 107, Year Built: 2015, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HL 93, Features Intersected: TUCKASEGEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 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: 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: December 2021, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990039, Location: 80 FT. N. JCT. SR1135 (Lat: 35.268194, Lng: -83.122639), Route carried "on" structure: State highway 107, Year Built: 2015, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HL 93, Features Intersected: TUCKASEGEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 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: 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: December 2021, Underwater Inspection Date: July 2018, 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: 990044, Location: .1 MI.N.JCT.NC107 (Lat: 35.264036, Lng: -83.125350), Route carried "on" structure: State highway 1133, Year Built: 1972, Year Reconstructed: 1990, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 130 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2040), Features Intersected: WEST FORK TUCKASEGEE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 990044, Location: .1 MI.N.JCT.NC107 (Lat: 35.264036, Lng: -83.125350), Route carried "on" structure: State highway 1133, Year Built: 1972, Year Reconstructed: 1990, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 130 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2040), Features Intersected: WEST FORK TUCKASEGEE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 990052, Location: 100' N.JCT.SR1737 (Lat: 35.297508, Lng: -83.145561), Route carried "on" structure: State highway 107, Year Built: 1990, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 5,700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANEY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 990052, Location: 100' N.JCT.SR1737 (Lat: 35.297508, Lng: -83.145561), Route carried "on" structure: State highway 107, Year Built: 1990, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 5,700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANEY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 990053, Location: 50 FT.S.JCT.SR1166 (Lat: 35.288764, Lng: -83.181386), Route carried "on" structure: State highway 1001, Year Built: 2016, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HL 93, Features Intersected: CULLOWHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.7 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990053, Location: 50 FT.S.JCT.SR1166 (Lat: 35.288764, Lng: -83.181386), Route carried "on" structure: State highway 1001, Year Built: 2016, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HL 93, Features Intersected: CULLOWHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.7 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990054, Location: 0.06 MI.W.JCT.UNIVER.DR. (Lat: 35.310247, Lng: -83.187475), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 1,000 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Features Intersected: CULLOWHEE CREEK, Facility Carried by Structure: OLD LONG BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990054, Location: 0.06 MI.W.JCT.UNIVER.DR. (Lat: 35.310247, Lng: -83.187475), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 1,000 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Features Intersected: CULLOWHEE CREEK, Facility Carried by Structure: OLD LONG BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990055, Location: 100' S. JCT. SR1331 (Lat: 35.307200, Lng: -83.191519), Route carried "on" structure: State highway 1552, Year Built: 2019, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Design Load: HL 93, Features Intersected: LONG BRANCH
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: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 990055, Location: 100' S. JCT. SR1331 (Lat: 35.307200, Lng: -83.191519), Route carried "on" structure: State highway 1552, Year Built: 2019, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Design Load: HL 93, Features Intersected: LONG BRANCH
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: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 990064, Location: 200 FT.N.JCT.SR1002 (Lat: 35.295722, Lng: -83.157708), Route carried "on" structure: State highway 107, Year Built: 1979, Status: Open, Structure Length: 14.56m (47.77ft), Average Daily Traffic: 6,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 12,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: TUCKASEGEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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, 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: November 2021, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990064, Location: 200 FT.N.JCT.SR1002 (Lat: 35.295722, Lng: -83.157708), Route carried "on" structure: State highway 107, Year Built: 1979, Status: Open, Structure Length: 14.56m (47.77ft), Average Daily Traffic: 6,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 12,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: TUCKASEGEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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, 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: November 2021, Underwater Inspection Date: March 2020, 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: 990078, Location: 25 FT.S.JCT.NC107 (Lat: 35.287900, Lng: -83.143725), Route carried "on" structure: State highway 1172, Year Built: 1984, Status: Open, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 40 (year 1995), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20+Mod, Features Intersected: TUCKASEGEE RIVER
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2022, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 990078, Location: 25 FT.S.JCT.NC107 (Lat: 35.287900, Lng: -83.143725), Route carried "on" structure: State highway 1172, Year Built: 1984, Status: Open, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 40 (year 1995), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20+Mod, Features Intersected: TUCKASEGEE RIVER
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2022, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 990079, Location: .8 MI.W.JCT.SR1743 (Lat: 35.298686, Lng: -83.111425), Route carried "on" structure: State highway 1737, Year Built: 2013, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 460 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HL 93, Features Intersected: CANEY FORK 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990079, Location: .8 MI.W.JCT.SR1743 (Lat: 35.298686, Lng: -83.111425), Route carried "on" structure: State highway 1737, Year Built: 2013, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 460 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HL 93, Features Intersected: CANEY FORK 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: April 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: 99008, Location: .01 MI.W.JCT.SR1743 (Lat: 35.294072, Lng: -83.108325), Route carried "on" structure: State highway 1737, Year Built: 2016, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 460 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HL 93, Features Intersected: CANEY FORK 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: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 99008, Location: .01 MI.W.JCT.SR1743 (Lat: 35.294072, Lng: -83.108325), Route carried "on" structure: State highway 1737, Year Built: 2016, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 460 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HL 93, Features Intersected: CANEY FORK 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: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 990081, Location: .1 MI.S.JCT.SR1747 (Lat: 35.291206, Lng: -83.100881), Route carried "on" structure: State highway 1737, Year Built: 1940, Year Reconstructed: 1974, Status: Temporarily open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 430 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 860 (year 2025), Features Intersected: JOHNS 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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Good, 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: Meets minimum limits, 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: Febuary 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990081, Location: .1 MI.S.JCT.SR1747 (Lat: 35.291206, Lng: -83.100881), Route carried "on" structure: State highway 1737, Year Built: 1940, Year Reconstructed: 1974, Status: Temporarily open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 430 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 860 (year 2025), Features Intersected: JOHNS 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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Good, 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: Meets minimum limits, 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: Febuary 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990082, Location: 50 FT.N.JCT.SR1732 (Lat: 35.298203, Lng: -83.172208), Route carried "on" structure: State highway 1002, Year Built: 1941, Year Reconstructed: 2012, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 990 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,980 (year 2040), Design Load: H 15, Features Intersected: TUCKASEGEE 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: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 990082, Location: 50 FT.N.JCT.SR1732 (Lat: 35.298203, Lng: -83.172208), Route carried "on" structure: State highway 1002, Year Built: 1941, Year Reconstructed: 2012, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 990 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,980 (year 2040), Design Load: H 15, Features Intersected: TUCKASEGEE 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: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 990101, Location: .05 MI. N. JCT SR 1737 (Lat: 35.305000, Lng: -83.129722), Route carried "on" structure: State highway 1740, Year Built: 2018, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: HL 93, Features Intersected: CANEY FORK CREEK
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990101, Location: .05 MI. N. JCT SR 1737 (Lat: 35.305000, Lng: -83.129722), Route carried "on" structure: State highway 1740, Year Built: 2018, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: HL 93, Features Intersected: CANEY FORK CREEK
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990102, Location: 0.75 MI.N.JCT.SR1739 (Lat: 35.321706, Lng: -83.116228), Route carried "on" structure: State highway 1740, Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Features Intersected: MOSES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), 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: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990102, Location: 0.75 MI.N.JCT.SR1739 (Lat: 35.321706, Lng: -83.116228), Route carried "on" structure: State highway 1740, Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Features Intersected: MOSES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), 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: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990103, Location: 1.4 MI.N.JCT.SR1739 (Lat: 35.327436, Lng: -83.110964), Route carried "on" structure: State highway 1740, Year Built: 2018, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 140 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2040), Design Load: HL 93, Features Intersected: MOSES 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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990103, Location: 1.4 MI.N.JCT.SR1739 (Lat: 35.327436, Lng: -83.110964), Route carried "on" structure: State highway 1740, Year Built: 2018, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 140 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2040), Design Load: HL 93, Features Intersected: MOSES 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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990107, Location: .01 MI.S.JCT SR1732 (Lat: 35.312197, Lng: -83.165567), Route carried "on" structure: State highway 1731, Year Built: 2013, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: HL 93, Features Intersected: TUCKASEGEE 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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990107, Location: .01 MI.S.JCT SR1732 (Lat: 35.312197, Lng: -83.165567), Route carried "on" structure: State highway 1731, Year Built: 2013, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: HL 93, Features Intersected: TUCKASEGEE 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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990108, Location: 20 FT.N.JCT.SR1336 (Lat: 35.315769, Lng: -83.177922), Route carried "on" structure: State highway 1002, Year Built: 2017, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 4,400 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HL 93, Features Intersected: TUCKASEGEE RIVER
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 990108, Location: 20 FT.N.JCT.SR1336 (Lat: 35.315769, Lng: -83.177922), Route carried "on" structure: State highway 1002, Year Built: 2017, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 4,400 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HL 93, Features Intersected: TUCKASEGEE RIVER
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 990117, Location: .15 MI.W.JCT.SR1315 (Lat: 35.307028, Lng: -83.245681), Route carried "on" structure: State highway 1313, Year Built: 1951, Year Reconstructed: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 580 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,160 (year 2025), Features Intersected: EAST FORK SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 990117, Location: .15 MI.W.JCT.SR1315 (Lat: 35.307028, Lng: -83.245681), Route carried "on" structure: State highway 1313, Year Built: 1951, Year Reconstructed: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 580 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,160 (year 2025), Features Intersected: EAST FORK SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 990119, Location: .02 MI.S.JCT.SR1731 (Lat: 35.312394, Lng: -83.166172), Route carried "on" structure: State highway 1732, Year Built: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,100 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: WAYEHUTTA 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: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 990119, Location: .02 MI.S.JCT.SR1731 (Lat: 35.312394, Lng: -83.166172), Route carried "on" structure: State highway 1732, Year Built: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,100 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: WAYEHUTTA 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: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 990128, Location: .9 MI.S.JCT.SR1001 (Lat: 35.272994, Lng: -83.182381), Route carried "on" structure: State highway 1157, Year Built: 1962, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Features Intersected: CULLOWHEE 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 990128, Location: .9 MI.S.JCT.SR1001 (Lat: 35.272994, Lng: -83.182381), Route carried "on" structure: State highway 1157, Year Built: 1962, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Features Intersected: CULLOWHEE 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 990137, Location: 30' N.JCT.SR1709 (Lat: 35.332811, Lng: -83.177142), Route carried "on" structure: State highway 1002, Year Built: 1942, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,400 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 15, Features Intersected: CANE CREEK
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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 990137, Location: 30' N.JCT.SR1709 (Lat: 35.332811, Lng: -83.177142), Route carried "on" structure: State highway 1002, Year Built: 1942, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,400 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 15, Features Intersected: CANE CREEK
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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 99014, Location: .1 MI.N.JCT.SR1737 (Lat: 35.301308, Lng: -83.114122), Route carried "on" structure: State highway 1741, Year Built: 1968, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 20 (year 1995), Average Future Daily Traffic: 40 (year 2040), Features Intersected: CANEY FORK
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: 2, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), 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: 99014, Location: .1 MI.N.JCT.SR1737 (Lat: 35.301308, Lng: -83.114122), Route carried "on" structure: State highway 1741, Year Built: 1968, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 20 (year 1995), Average Future Daily Traffic: 40 (year 2040), Features Intersected: CANEY FORK
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: 2, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), 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: 990159, Location: 100'S.JCT.SR1338 (Lat: 35.317233, Lng: -83.180050), Route carried "on" structure: State highway 1336, Year Built: 1975, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 6,000 (year 2040), Features Intersected: CULLOWHEE 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: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990159, Location: 100'S.JCT.SR1338 (Lat: 35.317233, Lng: -83.180050), Route carried "on" structure: State highway 1336, Year Built: 1975, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 6,000 (year 2040), Features Intersected: CULLOWHEE 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: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990203, Location: .25 MI.N.JCT.SR1737 (Lat: 35.305006, Lng: -83.137831), Route carried "on" structure: State highway 1738, Year Built: 1961, Status: Posted for load, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 40 (year 1995), Average Future Daily Traffic: 80 (year 2040), Features Intersected: CANEY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 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: 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, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990203, Location: .25 MI.N.JCT.SR1737 (Lat: 35.305006, Lng: -83.137831), Route carried "on" structure: State highway 1738, Year Built: 1961, Status: Posted for load, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 40 (year 1995), Average Future Daily Traffic: 80 (year 2040), Features Intersected: CANEY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 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: 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, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990211, Location: .03 MI.S.JCT.NC107 (Lat: 35.251578, Lng: -83.130008), Route carried "on" structure: State highway 1132, Year Built: 2009, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 150 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST FORK TUCKASEGEE RVR
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, Number Of Approach Spans: 2, Length of Maximum Span: 37.4m (122.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990211, Location: .03 MI.S.JCT.NC107 (Lat: 35.251578, Lng: -83.130008), Route carried "on" structure: State highway 1132, Year Built: 2009, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 150 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST FORK TUCKASEGEE RVR
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, Number Of Approach Spans: 2, Length of Maximum Span: 37.4m (122.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 99022, Location: .01 MI.E.JCT.SR1001 (Lat: 35.286439, Lng: -83.182489), Route carried "on" structure: State highway 1166, Year Built: 2015, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 50 (year 2000), Average Future Daily Traffic: 100 (year 2040), Design Load: HL 93, Features Intersected: CULLOWHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.1 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 99022, Location: .01 MI.E.JCT.SR1001 (Lat: 35.286439, Lng: -83.182489), Route carried "on" structure: State highway 1166, Year Built: 2015, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 50 (year 2000), Average Future Daily Traffic: 100 (year 2040), Design Load: HL 93, Features Intersected: CULLOWHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.1 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 99031, Location: 1.3 MI.N.JCT.SR1002 (Lat: 35.340172, Lng: -83.172294), Route carried "on" structure: State highway 1709, Year Built: 2016, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 270 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 540 (year 2040), Design Load: HL 93, Features Intersected: CANE CREEK
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: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 99031, Location: 1.3 MI.N.JCT.SR1002 (Lat: 35.340172, Lng: -83.172294), Route carried "on" structure: State highway 1709, Year Built: 2016, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 270 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 540 (year 2040), Design Load: HL 93, Features Intersected: CANE CREEK
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: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990325, Location: .3 MI.S.JCT.SR1325 (Lat: 35.307528, Lng: -83.186331), Route carried "on" structure: ServiceOther road , Year Built: 1973, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 130 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2025), Features Intersected: CULLOWHEE CREEK, Facility Carried by Structure: UNIVERSITY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), 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: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), 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: 990325, Location: .3 MI.S.JCT.SR1325 (Lat: 35.307528, Lng: -83.186331), Route carried "on" structure: ServiceOther road , Year Built: 1973, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 130 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2025), Features Intersected: CULLOWHEE CREEK, Facility Carried by Structure: UNIVERSITY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), 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: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), 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: 990328, Location: 50 FT.W.JCT.SR1740 (Lat: 35.314717, Lng: -83.125333), Route carried "on" structure: State highway 1739, Year Built: 1961, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Features Intersected: MOSES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.7 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990328, Location: 50 FT.W.JCT.SR1740 (Lat: 35.314717, Lng: -83.125333), Route carried "on" structure: State highway 1739, Year Built: 1961, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Features Intersected: MOSES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.7 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 99033, Location: .2 MI.W.JCT.SR1172 (Lat: 35.289489, Lng: -83.146183), Route carried "on" structure: State highway 1175, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20+Mod, Features Intersected: MOODY BRANCH
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 99033, Location: .2 MI.W.JCT.SR1172 (Lat: 35.289489, Lng: -83.146183), Route carried "on" structure: State highway 1175, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20+Mod, Features Intersected: MOODY BRANCH
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 990364, Location: .01 MI.E.JCT.NC107 (Lat: 35.309344, Lng: -83.187408), Route carried "on" structure: State highway 1325, Year Built: 1979, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 6,800 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 13,600 (year 2025), Design Load: HS 20+Mod, Features Intersected: CULLOWHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: Febuary 2022
Structure Number: 990364, Location: .01 MI.E.JCT.NC107 (Lat: 35.309344, Lng: -83.187408), Route carried "on" structure: State highway 1325, Year Built: 1979, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 6,800 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 13,600 (year 2025), Design Load: HS 20+Mod, Features Intersected: CULLOWHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: Febuary 2022
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Structure Number: 990366, Location: 0.1 MI.N.JCT.NC107 (Lat: 35.301892, Lng: -83.183011), Route carried "on" structure: State highway 1330, Year Built: 1979, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,800 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: CULLOWHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 990366, Location: 0.1 MI.N.JCT.NC107 (Lat: 35.301892, Lng: -83.183011), Route carried "on" structure: State highway 1330, Year Built: 1979, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,800 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: CULLOWHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 990367, Location: 15 FT. S.JCT.SR1329 (Lat: 35.297475, Lng: -83.180567), Route carried "on" structure: State highway 107, Year Built: 1979, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 8,900 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 17,800 (year 2025), Design Load: HS 20+Mod, Features Intersected: CULLOWHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 990367, Location: 15 FT. S.JCT.SR1329 (Lat: 35.297475, Lng: -83.180567), Route carried "on" structure: State highway 107, Year Built: 1979, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 8,900 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 17,800 (year 2025), Design Load: HS 20+Mod, Features Intersected: CULLOWHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 990383, Location: .1 MI.N.JCT.SR1367 (Lat: 35.308169, Lng: -83.187883), Route carried "on" structure: State highway 107, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 14,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 29,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 3, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 26 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 990383, Location: .1 MI.N.JCT.SR1367 (Lat: 35.308169, Lng: -83.187883), Route carried "on" structure: State highway 107, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 14,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 29,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 3, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 26 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022