Bridge Statistics for Sea Breeze, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 167ft / 51.3mTotal length
- 31,220Total average daily traffic
- 3,201Total average daily truck traffic
- 62,440Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sea Breeze
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 21950-1959
- 11960-1969
- 31970-1979
- 21980-1989
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- Bridge Condition - Deck
- 76.9%Good
- 23.1%Satisfactory
- Bridge Condition - Superstructure
- 53.8%Good
- 46.2%Satisfactory
- Bridge Condition - Substructure
- 7.7%Very good
- 46.2%Good
- 38.5%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 8.3%Very good
- 83.3%Good
- 8.3%Satisfactory
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Structure Number: 190056, Location: 0.5 MI. N. JCT. SR1529 (Lat: 34.075325, Lng: -77.955331), Route carried "on" structure: State highway 133, Year Built: 2004, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 5,100 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: LILIPUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 33), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 190056, Location: 0.5 MI. N. JCT. SR1529 (Lat: 34.075325, Lng: -77.955331), Route carried "on" structure: State highway 133, Year Built: 2004, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 5,100 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: LILIPUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 33), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 39001, Location: .1 MI.W.JCT.NC60 (Lat: 35.027522, Lng: -84.114706), Route carried "on" structure: US 64, Year Built: 1981, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 7,500 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NOTTELY R.,NON-SYSTEM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.267, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 31.6m (103.7ft), 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: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 39001, Location: .1 MI.W.JCT.NC60 (Lat: 35.027522, Lng: -84.114706), Route carried "on" structure: US 64, Year Built: 1981, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 7,500 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: NOTTELY R.,NON-SYSTEM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.267, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 31.6m (103.7ft), 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: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 39003, Location: 50 FT.E.JCT.SR1314 (Lat: 35.113375, Lng: -84.234986), Route carried "on" structure: State highway 294, Year Built: 2001, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,300 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH SHOAL 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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 39003, Location: 50 FT.E.JCT.SR1314 (Lat: 35.113375, Lng: -84.234986), Route carried "on" structure: State highway 294, Year Built: 2001, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,300 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH SHOAL 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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 39004, Location: 75 FT.E.JCT.SR1345 (Lat: 35.151586, Lng: -84.061319), Route carried "on" structure: State highway 1342, Year Built: 1940, Year Reconstructed: 1964, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 120 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Features Intersected: OWL 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), 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: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 39004, Location: 75 FT.E.JCT.SR1345 (Lat: 35.151586, Lng: -84.061319), Route carried "on" structure: State highway 1342, Year Built: 1940, Year Reconstructed: 1964, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 120 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2040), Features Intersected: OWL 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), 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: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 39005, Location: .7 MI.E.JCT.SR1130 (Lat: 35.058036, Lng: -84.169047), Route carried "on" structure: State highway 294, Year Built: 2009, Status: Open, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 2,800 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: LAKE CHEROKEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 39005, Location: .7 MI.E.JCT.SR1130 (Lat: 35.058036, Lng: -84.169047), Route carried "on" structure: State highway 294, Year Built: 2009, Status: Open, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 2,800 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: LAKE CHEROKEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 39006, Location: .2 MI.S.JCT.SR1425 (Lat: 35.143317, Lng: -83.970958), Route carried "on" structure: Bypass US 19, Year Built: 1980, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 4,150 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 8,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: VALLEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.924, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 19), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 39006, Location: .2 MI.S.JCT.SR1425 (Lat: 35.143317, Lng: -83.970958), Route carried "on" structure: Bypass US 19, Year Built: 1980, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 4,150 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 8,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: VALLEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.924, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 19), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 39007, Location: 200 FT.S.JCT.SR1124 (Lat: 35.009122, Lng: -84.165733), Route carried "on" structure: State highway 1123, Year Built: 1977, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 650 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,300 (year 2040), Features Intersected: N. FORK RAPIER MILL CREE
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), 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: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 39007, Location: 200 FT.S.JCT.SR1124 (Lat: 35.009122, Lng: -84.165733), Route carried "on" structure: State highway 1123, Year Built: 1977, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 650 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,300 (year 2040), Features Intersected: N. FORK RAPIER MILL CREE
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), 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: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 39009, Location: 0.46 MI.E.JCT.SR1390 (Lat: 35.204828, Lng: -83.811250), Route carried "on" structure: Bypass US 19, Year Built: 1978, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 3,100 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.125, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 19), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 39009, Location: 0.46 MI.E.JCT.SR1390 (Lat: 35.204828, Lng: -83.811250), Route carried "on" structure: Bypass US 19, Year Built: 1978, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 3,100 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.125, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 19), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 39011, Location: .05 MI.E.JCT.SR1556 (Lat: 35.024875, Lng: -84.029364), Route carried "on" structure: State highway 1564, Year Built: 1950, Year Reconstructed: 1972, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 910 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,820 (year 2040), Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: > 39.9% 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: 39011, Location: .05 MI.E.JCT.SR1556 (Lat: 35.024875, Lng: -84.029364), Route carried "on" structure: State highway 1564, Year Built: 1950, Year Reconstructed: 1972, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 910 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,820 (year 2040), Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: > 39.9% 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: 39014, Location: 0.5 MI.NW.JCT.US19BUS (Lat: 35.092850, Lng: -84.038961), Route carried "on" structure: State highway 1326, Year Built: 1979, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: VALLEY 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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.3 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: Meets minimum limits, 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 48 months, Inspection Date: April 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 39014, Location: 0.5 MI.NW.JCT.US19BUS (Lat: 35.092850, Lng: -84.038961), Route carried "on" structure: State highway 1326, Year Built: 1979, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: VALLEY 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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.3 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: Meets minimum limits, 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 48 months, Inspection Date: April 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 39017, Location: 0.1 MI.W.JCT.SR1370 (Lat: 35.125983, Lng: -83.999467), Route carried "on" structure: State highway 1411, Year Built: 1959, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 40 (year 2000), Average Future Daily Traffic: 80 (year 2040), Features Intersected: MARBLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.3m (10.8ft), 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: 5.2m (17.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to 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: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 39017, Location: 0.1 MI.W.JCT.SR1370 (Lat: 35.125983, Lng: -83.999467), Route carried "on" structure: State highway 1411, Year Built: 1959, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 40 (year 2000), Average Future Daily Traffic: 80 (year 2040), Features Intersected: MARBLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.3m (10.8ft), 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: 5.2m (17.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to 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: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 39023, Location: 0.2 MI.S.JCT.SR1145 (Lat: 35.073161, Lng: -84.247183), Route carried "on" structure: State highway 1149, Year Built: 1963, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 1997), Average Future Daily Traffic: 100 (year 2040), Features Intersected: SOUTH SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), 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: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 39023, Location: 0.2 MI.S.JCT.SR1145 (Lat: 35.073161, Lng: -84.247183), Route carried "on" structure: State highway 1149, Year Built: 1963, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 1997), Average Future Daily Traffic: 100 (year 2040), Features Intersected: SOUTH SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), 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: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 39025, Location: 150 FT.S.JCT.SR1430 (Lat: 35.187908, Lng: -83.893486), Route carried "on" structure: State highway 1428, Year Built: 1924, Status: Posted for load, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: H 15, Features Intersected: WELCH 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), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 39025, Location: 150 FT.S.JCT.SR1430 (Lat: 35.187908, Lng: -83.893486), Route carried "on" structure: State highway 1428, Year Built: 1924, Status: Posted for load, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: H 15, Features Intersected: WELCH 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), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous