Bridge Statistics for Webster, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 197ft / 59.8mTotal length
- 88,090Total average daily traffic
- 9,983Total average daily truck traffic
- 176,180Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Webster
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31950-1959
- 21960-1969
- 31970-1979
- 71980-1989
- 52010-2019
- Bridge Condition - Deck
- 15.4%Very good
- 30.8%Good
- 53.8%Satisfactory
- Bridge Condition - Superstructure
- 23.1%Very good
- 23.1%Good
- 23.1%Satisfactory
- 15.4%Fair
- 15.4%Poor
- Bridge Condition - Substructure
- 15.4%Very good
- 30.8%Good
- 30.8%Satisfactory
- 15.4%Fair
- 7.7%Poor
- Bridge Condition - Channel
- 14.3%Very good
- 61.9%Good
- 23.8%Satisfactory
- Bridge Condition - Culverts
- 12.5%Very good
- 75.0%Good
- 12.5%Fair
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Structure Number: 990022, Location: 0.2 MI.S.JCT.SR1320 (Lat: 35.327478, Lng: -83.261797), Route carried "on" structure: US 23, Year Built: 1987, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 38,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 23), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 26 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: 81.6 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: 990022, Location: 0.2 MI.S.JCT.SR1320 (Lat: 35.327478, Lng: -83.261797), Route carried "on" structure: US 23, Year Built: 1987, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 38,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 23), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 26 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: 81.6 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: 990032, Location: 0.2 MI.S.JCT.SR1323 (Lat: 35.337775, Lng: -83.236892), Route carried "on" structure: State highway 116, Year Built: 1951, Status: Posted for load, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 4,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: H 15, Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 31.7 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: Meets minimum limits, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990032, Location: 0.2 MI.S.JCT.SR1323 (Lat: 35.337775, Lng: -83.236892), Route carried "on" structure: State highway 116, Year Built: 1951, Status: Posted for load, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 4,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: H 15, Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 31.7 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: Meets minimum limits, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990049, Location: 50' S.JCT.SR1320 (Lat: 35.329856, Lng: -83.260722), Route carried "on" structure: US 23, Year Built: 1987, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 38,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 23), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Very 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: 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: 990049, Location: 50' S.JCT.SR1320 (Lat: 35.329856, Lng: -83.260722), Route carried "on" structure: US 23, Year Built: 1987, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 38,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 23), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Very 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: 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: 990058, Location: 50' N.JCT.SR1340 (Lat: 35.340836, Lng: -83.226461), Route carried "on" structure: State highway 116, Year Built: 1984, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 7,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 14,200 (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: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 990058, Location: 50' N.JCT.SR1340 (Lat: 35.340836, Lng: -83.226461), Route carried "on" structure: State highway 116, Year Built: 1984, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 7,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 14,200 (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: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 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: 990094, Location: .1 MI.S.JCT.SR1367 (Lat: 35.338556, Lng: -83.233881), Route carried "on" structure: State highway 116, Year Built: 1951, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 13,400 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: January 2022
Structure Number: 990094, Location: .1 MI.S.JCT.SR1367 (Lat: 35.338556, Lng: -83.233881), Route carried "on" structure: State highway 116, Year Built: 1951, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 13,400 (year 2040), Design Load: HS 20, Features Intersected: LITTLE SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: January 2022
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Structure Number: 990097, Location: .05 MI.S.JCT.SR1360 (Lat: 35.346964, Lng: -83.237656), Route carried "on" structure: State highway 1367, Year Built: 1961, Year Reconstructed: 1981, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 520 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,040 (year 2025), Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), 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: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990097, Location: .05 MI.S.JCT.SR1360 (Lat: 35.346964, Lng: -83.237656), Route carried "on" structure: State highway 1367, Year Built: 1961, Year Reconstructed: 1981, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 520 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,040 (year 2025), Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), 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: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990111, Location: 50 FT.E.JCT.US23,441 (Lat: 35.333733, Lng: -83.256936), Route carried "on" structure: State highway 1322, Year Built: 1987, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 260 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2025), Design Load: HS 20+Mod, Features Intersected: SAVANNAH 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: 13.1m (43.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990111, Location: 50 FT.E.JCT.US23,441 (Lat: 35.333733, Lng: -83.256936), Route carried "on" structure: State highway 1322, Year Built: 1987, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 260 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2025), Design Load: HS 20+Mod, Features Intersected: SAVANNAH 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: 13.1m (43.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990114, Location: .1 MI.E.JCT.US23,441 (Lat: 35.318622, Lng: -83.261578), Route carried "on" structure: State highway 1318, Year Built: 1971, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 20 (year 1995), Average Future Daily Traffic: 40 (year 2025), Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 18.1 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 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: 990114, Location: .1 MI.E.JCT.US23,441 (Lat: 35.318622, Lng: -83.261578), Route carried "on" structure: State highway 1318, Year Built: 1971, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 20 (year 1995), Average Future Daily Traffic: 40 (year 2025), Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 18.1 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 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: 990115, Location: 100 FT.E.JCT.US23,441 (Lat: 35.309006, Lng: -83.258631), Route carried "on" structure: State highway 1313, Year Built: 1985, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 660 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2040), Design Load: HS 20+Mod, Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 990115, Location: 100 FT.E.JCT.US23,441 (Lat: 35.309006, Lng: -83.258631), Route carried "on" structure: State highway 1313, Year Built: 1985, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 660 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2040), Design Load: HS 20+Mod, Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: 990116, Location: .1 MI.W.JCT.SR1317 (Lat: 35.309586, Lng: -83.246919), Route carried "on" structure: State highway 1313, Year Built: 1951, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 660 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2040), 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: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990116, Location: .1 MI.W.JCT.SR1317 (Lat: 35.309586, Lng: -83.246919), Route carried "on" structure: State highway 1313, Year Built: 1951, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 660 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2040), 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: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990141, Location: .8 MI.S.JCT.SR1321 (Lat: 35.325153, Lng: -83.223681), Route carried "on" structure: State highway 1367, Year Built: 2014, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 630 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2040), Design Load: HL 93, Features Intersected: LITTLE SAVANNAH CREEK
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 990141, Location: .8 MI.S.JCT.SR1321 (Lat: 35.325153, Lng: -83.223681), Route carried "on" structure: State highway 1367, Year Built: 2014, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 630 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2040), Design Load: HL 93, Features Intersected: LITTLE SAVANNAH CREEK
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 990221, Location: .3 MI.N.JCT.SR1321 (Lat: 35.332439, Lng: -83.232842), Route carried "on" structure: State highway 1367, Year Built: 2016, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HL 93, Features Intersected: LITTLE SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990221, Location: .3 MI.N.JCT.SR1321 (Lat: 35.332439, Lng: -83.232842), Route carried "on" structure: State highway 1367, Year Built: 2016, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HL 93, Features Intersected: LITTLE SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present 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: April 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: 990301, Location: 50' N.JCT.SR1313 (Lat: 35.309639, Lng: -83.245669), Route carried "on" structure: State highway 1317, Year Built: 1962, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 80 (year 1998), Average Future Daily Traffic: 160 (year 2040), 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: 4.5m (14.8ft), 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-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: 34.4 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: 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, 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: 990301, Location: 50' N.JCT.SR1313 (Lat: 35.309639, Lng: -83.245669), Route carried "on" structure: State highway 1317, Year Built: 1962, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 80 (year 1998), Average Future Daily Traffic: 160 (year 2040), 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: 4.5m (14.8ft), 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-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: 34.4 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: 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, 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: 990322, Location: .01 MI.E.JCT.SR1313 (Lat: 35.308683, Lng: -83.245825), Route carried "on" structure: State highway 1316, Year Built: 2016, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 660 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2040), Design Load: HL 93, 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: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), 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: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990322, Location: .01 MI.E.JCT.SR1313 (Lat: 35.308683, Lng: -83.245825), Route carried "on" structure: State highway 1316, Year Built: 2016, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 660 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2040), Design Load: HL 93, 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: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), 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: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present 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: May 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: 990332, Location: 0.2 MI.W.JCT.US23,4 (Lat: 35.328894, Lng: -83.262711), Route carried "on" structure: State highway 1320, Year Built: 1924, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: GREENS 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990332, Location: 0.2 MI.W.JCT.US23,4 (Lat: 35.328894, Lng: -83.262711), Route carried "on" structure: State highway 1320, Year Built: 1924, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: GREENS 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 990369, Location: 100' S.JCT.SR1002 (Lat: 35.337114, Lng: -83.199817), Route carried "on" structure: State highway 107, Year Built: 1979, Status: Open, Structure Length: 13.04m (42.78ft), Average Daily Traffic: 16,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 33,000 (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, Base Highway Network: Yes (Inventory Route: 3, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: 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: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990369, Location: 100' S.JCT.SR1002 (Lat: 35.337114, Lng: -83.199817), Route carried "on" structure: State highway 107, Year Built: 1979, Status: Open, Structure Length: 13.04m (42.78ft), Average Daily Traffic: 16,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 33,000 (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, Base Highway Network: Yes (Inventory Route: 3, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: 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: May 2019, 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: 99037, Location: 100' S.JCT.SR1002 (Lat: 35.337036, Lng: -83.199542), Route carried "on" structure: State highway 107, Year Built: 1979, Status: Open, Structure Length: 11.27m (36.98ft), Average Daily Traffic: 8,250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,500 (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, Base Highway Network: Yes (Inventory Route: 3, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 99037, Location: 100' S.JCT.SR1002 (Lat: 35.337036, Lng: -83.199542), Route carried "on" structure: State highway 107, Year Built: 1979, Status: Open, Structure Length: 11.27m (36.98ft), Average Daily Traffic: 8,250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,500 (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, Base Highway Network: Yes (Inventory Route: 3, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990373, Location: .01 MI.E.JCT.US23,441 (Lat: 35.316242, Lng: -83.261161), Route carried "on" structure: State highway 1559, Year Built: 1986, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 30 (year 1995), Average Future Daily Traffic: 60 (year 2040), Features Intersected: SAVANNAH 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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 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: 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: 990373, Location: .01 MI.E.JCT.US23,441 (Lat: 35.316242, Lng: -83.261161), Route carried "on" structure: State highway 1559, Year Built: 1986, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 30 (year 1995), Average Future Daily Traffic: 60 (year 2040), Features Intersected: SAVANNAH 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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 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: 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: 990374, Location: .1 MI.E.JCT.US23,441 (Lat: 35.323217, Lng: -83.260917), Route carried "on" structure: State highway 1560, Year Built: 1985, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 120 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2025), Design Load: HS 20+Mod, Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 990374, Location: .1 MI.E.JCT.US23,441 (Lat: 35.323217, Lng: -83.260917), Route carried "on" structure: State highway 1560, Year Built: 1985, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 120 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2025), Design Load: HS 20+Mod, Features Intersected: SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to 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: 990389, Location: SUCCES DR.1/4MI.N.OFNC116 (Lat: 35.348889, Lng: -83.205833), Route carried "on" structure: State highway 1529, Year Built: 2018, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK
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: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 990389, Location: SUCCES DR.1/4MI.N.OFNC116 (Lat: 35.348889, Lng: -83.205833), Route carried "on" structure: State highway 1529, Year Built: 2018, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK
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: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 99039, Location: 200FT N.NC116 (Lat: 35.347778, Lng: -83.208889), Route carried "on" structure: State highway 1530, Year Built: 2015, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2040), Design Load: HL 93, Features Intersected: MILL 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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 99039, Location: 200FT N.NC116 (Lat: 35.347778, Lng: -83.208889), Route carried "on" structure: State highway 1530, Year Built: 2015, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2040), Design Load: HL 93, Features Intersected: MILL 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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021