Bridge Statistics for Fletcher, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 262ft / 79.9mTotal length
- 392,280Total average daily traffic
- 52,609Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fletcher
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 51960-1969
- 31970-1979
- 11980-1989
- 21990-1999
- 62000-2009
- 62020-2022
- Bridge Condition - Deck
- 7.1%Excellent
- 21.4%Very good
- 28.6%Good
- 35.7%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 7.1%Excellent
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 7.1%Fair
- Bridge Condition - Substructure
- 7.1%Excellent
- 7.1%Very good
- 57.1%Good
- 21.4%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 92.3%Good
- 7.7%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 210046, Location: .04 MI.W.JCT.SR3496 (Lat: 35.455169, Lng: -82.547328), Route carried "on" structure: State highway 3495, Year Built: 1978, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 950 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: FRENCH BROAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 210046, Location: .04 MI.W.JCT.SR3496 (Lat: 35.455169, Lng: -82.547328), Route carried "on" structure: State highway 3495, Year Built: 1978, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 950 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: FRENCH BROAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210471, Location: .2 MI.S.JCT.SR3136 (Lat: 35.448181, Lng: -82.477439), Route carried "on" structure: State highway 3116, Year Built: 1976, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 7,400 (year 2040), Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.4 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210471, Location: .2 MI.S.JCT.SR3136 (Lat: 35.448181, Lng: -82.477439), Route carried "on" structure: State highway 3116, Year Built: 1976, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 7,400 (year 2040), Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.4 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 890023, Location: .3 MI.S.JCT.US25 (Lat: 35.423117, Lng: -82.499639), Route carried "on" structure: State highway 1006, Year Built: 1998, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 890023, Location: .3 MI.S.JCT.US25 (Lat: 35.423117, Lng: -82.499639), Route carried "on" structure: State highway 1006, Year Built: 1998, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 890024, Location: 0.3 MI.E.JCT.SR1545 (Lat: 35.435586, Lng: -82.489186), Route carried "on" structure: State highway 1551, Year Built: 1976, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 17,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 890024, Location: 0.3 MI.E.JCT.SR1545 (Lat: 35.435586, Lng: -82.489186), Route carried "on" structure: State highway 1551, Year Built: 1976, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 17,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 890025, Location: .4 MI.S.JCT.SR1539 (Lat: 35.432506, Lng: -82.459064), Route carried "on" structure: State highway 1552, Year Built: 1967, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 2,300 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: H 10, Features Intersected: HOOPERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 890025, Location: .4 MI.S.JCT.SR1539 (Lat: 35.432506, Lng: -82.459064), Route carried "on" structure: State highway 1552, Year Built: 1967, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 2,300 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: H 10, Features Intersected: HOOPERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 890026, Location: .3 MI.E.JCT.SR1556 (Lat: 35.429050, Lng: -82.468358), Route carried "on" structure: State highway 1539, Year Built: 1960, Status: Posted for load, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 2,900 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 5,800 (year 2040), Design Load: HS 15, Features Intersected: HOOPERS 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: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), 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: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 890026, Location: .3 MI.E.JCT.SR1556 (Lat: 35.429050, Lng: -82.468358), Route carried "on" structure: State highway 1539, Year Built: 1960, Status: Posted for load, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 2,900 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 5,800 (year 2040), Design Load: HS 15, Features Intersected: HOOPERS 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: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), 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: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 890155, Location: .1 MI.S.JCT.SR1565 (Lat: 35.436583, Lng: -82.438114), Route carried "on" structure: State highway 1567, Year Built: 1987, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 230 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK HOOPER 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 890155, Location: .1 MI.S.JCT.SR1565 (Lat: 35.436583, Lng: -82.438114), Route carried "on" structure: State highway 1567, Year Built: 1987, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 230 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK HOOPER 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 890181, Location: .2 MI.N.JCT.SR1366 (Lat: 35.399214, Lng: -82.508342), Route carried "on" structure: US 25, Year Built: 2005, Status: Open, Structure Length: 9.99m (32.78ft), Average Daily Traffic: 31,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-26,US74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.2m (168.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 890181, Location: .2 MI.N.JCT.SR1366 (Lat: 35.399214, Lng: -82.508342), Route carried "on" structure: US 25, Year Built: 2005, Status: Open, Structure Length: 9.99m (32.78ft), Average Daily Traffic: 31,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-26,US74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.2m (168.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 890193, Location: .1 MI.W.JCT.SR1569 (Lat: 35.449794, Lng: -82.429942), Route carried "on" structure: State highway 1571, Year Built: 1964, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: HOOPERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 19.9 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 890193, Location: .1 MI.W.JCT.SR1569 (Lat: 35.449794, Lng: -82.429942), Route carried "on" structure: State highway 1571, Year Built: 1964, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: HOOPERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 19.9 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 890213, Location: .3 MI.N.JCT.SR2025 (Lat: 35.419778, Lng: -82.505217), Route carried "on" structure: US 25, Year Built: 2002, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 21,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 42,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 25), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 890213, Location: .3 MI.N.JCT.SR2025 (Lat: 35.419778, Lng: -82.505217), Route carried "on" structure: US 25, Year Built: 2002, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 21,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 42,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 25), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 890216, Location: .45 MI.N.JCT.SR2025 (Lat: 35.422050, Lng: -82.504161), Route carried "on" structure: US 25, Year Built: 2002, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 19,000 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 38,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 25), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.3m (79.7ft)
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: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890216, Location: .45 MI.N.JCT.SR2025 (Lat: 35.422050, Lng: -82.504161), Route carried "on" structure: US 25, Year Built: 2002, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 19,000 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 38,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 25), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.3m (79.7ft)
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: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 89022, Location: 0.5 MI.N.JCT.SR2025 (Lat: 35.422611, Lng: -82.503850), Route carried "on" structure: US 25, Year Built: 2002, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 21,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 42,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 25), Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 89022, Location: 0.5 MI.N.JCT.SR2025 (Lat: 35.422611, Lng: -82.503850), Route carried "on" structure: US 25, Year Built: 2002, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 21,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 42,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 25), Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 890223, Location: 0.54 MI.E.JCT.US25BUS (Lat: 35.395628, Lng: -82.497525), Route carried "on" structure: State highway 1534, Year Built: 2021, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 6,300 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 12,600 (year 2040), Design Load: HL 93, Features Intersected: I26;US74;US25;US64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.4m (122.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 890223, Location: 0.54 MI.E.JCT.US25BUS (Lat: 35.395628, Lng: -82.497525), Route carried "on" structure: State highway 1534, Year Built: 2021, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 6,300 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 12,600 (year 2040), Design Load: HL 93, Features Intersected: I26;US74;US25;US64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.4m (122.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 890232, Location: .03 MI.E.JCT.SR1365 (Lat: 35.405931, Lng: -82.515500), Route carried "on" structure: State highway 1345, Year Built: 2021, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 7,600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 15,200 (year 2040), Design Load: HS 15, Features Intersected: I26,US74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 890232, Location: .03 MI.E.JCT.SR1365 (Lat: 35.405931, Lng: -82.515500), Route carried "on" structure: State highway 1345, Year Built: 2021, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 7,600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 15,200 (year 2040), Design Load: HS 15, Features Intersected: I26,US74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 890234, Location: 1.6 MI.N.JCT.US25 (Lat: 35.417250, Lng: -82.523769), Route carried "on" structure: Interstate 26, Year Built: 1964, Year Reconstructed: 2013, Status: Open, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 26,000 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 52,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.832, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 890234, Location: 1.6 MI.N.JCT.US25 (Lat: 35.417250, Lng: -82.523769), Route carried "on" structure: Interstate 26, Year Built: 1964, Year Reconstructed: 2013, Status: Open, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 26,000 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 52,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.832, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 890236, Location: 1.8 MI.W.JCT.US25 (Lat: 35.420419, Lng: -82.526061), Route carried "on" structure: Interstate 26, Year Built: 1963, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 26,000 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 52,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: HIGGINS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.771, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 890236, Location: 1.8 MI.W.JCT.US25 (Lat: 35.420419, Lng: -82.526061), Route carried "on" structure: Interstate 26, Year Built: 1963, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 26,000 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 52,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: HIGGINS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.771, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 26), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 890237, Location: 15 MI.W.JCT.SR1541 (Lat: 35.433483, Lng: -82.495472), Route carried "on" structure: State highway 1545, Year Built: 1947, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 7,400 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 14,800 (year 2040), Design Load: H 15, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), 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: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 34.4 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: High priority of replacement, Underclear: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 890237, Location: 15 MI.W.JCT.SR1541 (Lat: 35.433483, Lng: -82.495472), Route carried "on" structure: State highway 1545, Year Built: 1947, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 7,400 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 14,800 (year 2040), Design Load: H 15, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), 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: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 34.4 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: High priority of replacement, Underclear: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 890373, Location: .2 MI.E.JCT.US25 (Lat: 35.395986, Lng: -82.502575), Route carried "on" structure: State highway 1534, Year Built: 1999, Status: Open, Structure Length: 9.29m (30.48ft), Average Daily Traffic: 2,100 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: N.S. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890373, Location: .2 MI.E.JCT.US25 (Lat: 35.395986, Lng: -82.502575), Route carried "on" structure: State highway 1534, Year Built: 1999, Status: Open, Structure Length: 9.29m (30.48ft), Average Daily Traffic: 2,100 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: N.S. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890181, Location: .2 MI.N.JCT.SR1366 (Lat: 35.399214, Lng: -82.508342), Route carried "under" structure: Interstate 26, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 34,500 (year 2017), Truck Traffic: 16%, Features Intersected: US25
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 890181, Location: .2 MI.N.JCT.SR1366 (Lat: 35.399214, Lng: -82.508342), Route carried "under" structure: Interstate 26, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 34,500 (year 2017), Truck Traffic: 16%, Features Intersected: US25
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 890181, Location: .2 MI.N.JCT.SR1366 (Lat: 35.399214, Lng: -82.508342), Route carried "under" structure: Interstate 26, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 34,500 (year 2017), Truck Traffic: 16%, Features Intersected: US25
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 890181, Location: .2 MI.N.JCT.SR1366 (Lat: 35.399214, Lng: -82.508342), Route carried "under" structure: Interstate 26, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 34,500 (year 2017), Truck Traffic: 16%, Features Intersected: US25
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 890223, Location: 0.54 MI.E.JCT.US25BUS (Lat: 35.395628, Lng: -82.497525), Route carried "under" structure: Interstate 26, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR1534
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 13.563, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
Structure Number: 890223, Location: 0.54 MI.E.JCT.US25BUS (Lat: 35.395628, Lng: -82.497525), Route carried "under" structure: Interstate 26, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR1534
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 13.563, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
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Structure Number: 890223, Location: 0.54 MI.E.JCT.US25BUS (Lat: 35.395628, Lng: -82.497525), Route carried "under" structure: Interstate 26, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR1534
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 13.624, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
Structure Number: 890223, Location: 0.54 MI.E.JCT.US25BUS (Lat: 35.395628, Lng: -82.497525), Route carried "under" structure: Interstate 26, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR1534
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 13.624, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
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Structure Number: 890232, Location: .03 MI.E.JCT.SR1365 (Lat: 35.405931, Lng: -82.515500), Route carried "under" structure: Interstate 26, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR1345
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 13.137, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 890232, Location: .03 MI.E.JCT.SR1365 (Lat: 35.405931, Lng: -82.515500), Route carried "under" structure: Interstate 26, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR1345
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 13.137, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 890232, Location: .03 MI.E.JCT.SR1365 (Lat: 35.405931, Lng: -82.515500), Route carried "under" structure: Interstate 26, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR1345
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 13.137, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 890232, Location: .03 MI.E.JCT.SR1365 (Lat: 35.405931, Lng: -82.515500), Route carried "under" structure: Interstate 26, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR1345
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 13.137, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)