Bridge Statistics for Warsaw, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 39Number of bridges
- 282ft / 85.7mTotal length
- 250,670Total average daily traffic
- 51,685Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Warsaw
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 11960-1969
- 21970-1979
- 281980-1989
- 31990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 17.6%Very good
- 35.3%Good
- 35.3%Satisfactory
- 11.8%Fair
- Bridge Condition - Superstructure
- 17.6%Very good
- 58.8%Good
- 17.6%Satisfactory
- 5.9%Fair
- Bridge Condition - Substructure
- 5.9%Very good
- 35.3%Good
- 47.1%Satisfactory
- 11.8%Fair
- Bridge Condition - Channel
- 30.8%Good
- 15.4%Satisfactory
- 46.2%Fair
- 7.7%Poor
- Bridge Condition - Culverts
- 14.3%Good
- 28.6%Satisfactory
- 14.3%Fair
- 42.9%Poor
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Structure Number: 610001, Location: 0.3 MI.W. JCT. SR1900 (Lat: 34.995075, Lng: -78.080272), Route carried "on" structure: State highway 1901, Year Built: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 750 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 610001, Location: 0.3 MI.W. JCT. SR1900 (Lat: 34.995075, Lng: -78.080272), Route carried "on" structure: State highway 1901, Year Built: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 750 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 610002, Location: 0.8 MI N JCT SR1107 (Lat: 34.963722, Lng: -78.080361), Route carried "on" structure: US 117, Year Built: 1938, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 3,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 7,400 (year 2040), Design Load: HS 20, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, 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: August 2021
Structure Number: 610002, Location: 0.8 MI N JCT SR1107 (Lat: 34.963722, Lng: -78.080361), Route carried "on" structure: US 117, Year Built: 1938, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 3,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 7,400 (year 2040), Design Load: HS 20, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, 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: August 2021
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Structure Number: 610009, Location: 0.3 MI. E. JCT. SR1174 (Lat: 34.940853, Lng: -78.140275), Route carried "on" structure: State highway 1192, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 590 (year 2016), Average Future Daily Traffic: 1,180 (year 2040), Design Load: HS 20, Features Intersected: CARLTONS MILL RUN
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: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021
Structure Number: 610009, Location: 0.3 MI. E. JCT. SR1174 (Lat: 34.940853, Lng: -78.140275), Route carried "on" structure: State highway 1192, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 590 (year 2016), Average Future Daily Traffic: 1,180 (year 2040), Design Load: HS 20, Features Intersected: CARLTONS MILL RUN
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: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021
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Structure Number: 61001, Location: 0.5 MI. W. JCT. SR1105 (Lat: 34.946692, Lng: -78.127547), Route carried "on" structure: State highway 1112, Year Built: 1979, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 430 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 860 (year 2040), Design Load: HS 20, Features Intersected: BUCKHALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021
Structure Number: 61001, Location: 0.5 MI. W. JCT. SR1105 (Lat: 34.946692, Lng: -78.127547), Route carried "on" structure: State highway 1112, Year Built: 1979, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 430 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 860 (year 2040), Design Load: HS 20, Features Intersected: BUCKHALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021
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Structure Number: 610071, Location: 0.6 MI. N. JCT. SR1341 (Lat: 35.014669, Lng: -78.151956), Route carried "on" structure: State highway 1108, Year Built: 1991, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 610071, Location: 0.6 MI. N. JCT. SR1341 (Lat: 35.014669, Lng: -78.151956), Route carried "on" structure: State highway 1108, Year Built: 1991, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 610073, Location: 0.3 MI.S. OF JCT.SR1342 (Lat: 35.022933, Lng: -78.126194), Route carried "on" structure: State highway 1340, Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 660 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2040), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021
Structure Number: 610073, Location: 0.3 MI.S. OF JCT.SR1342 (Lat: 35.022933, Lng: -78.126194), Route carried "on" structure: State highway 1340, Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 660 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2040), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021
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Structure Number: 610075, Location: 0.4 MI N JCT SR1338 (Lat: 35.057289, Lng: -78.131750), Route carried "on" structure: State highway 1301, Year Built: 1966, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 250 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Features Intersected: BEAR SWAMP
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: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 610075, Location: 0.4 MI N JCT SR1338 (Lat: 35.057289, Lng: -78.131750), Route carried "on" structure: State highway 1301, Year Built: 1966, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 250 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Features Intersected: BEAR SWAMP
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: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 610083, Location: 0.9 MI E.JCT US117 (Lat: 35.060267, Lng: -78.100072), Route carried "on" structure: State highway 1301, Year Built: 1950, Year Reconstructed: 1969, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,600 (year 2040), Features Intersected: BEAR SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 610083, Location: 0.9 MI E.JCT US117 (Lat: 35.060267, Lng: -78.100072), Route carried "on" structure: State highway 1301, Year Built: 1950, Year Reconstructed: 1969, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,600 (year 2040), Features Intersected: BEAR SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 610309, Location: 1.1 MI. N. JCT. SR1300 (Lat: 35.026769, Lng: -78.011058), Route carried "on" structure: State highway 1301, Year Built: 2009, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: NAHUNGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 610309, Location: 1.1 MI. N. JCT. SR1300 (Lat: 35.026769, Lng: -78.011058), Route carried "on" structure: State highway 1301, Year Built: 2009, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: NAHUNGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 610328, Location: 0.8 MI S JCT SR1113 (Lat: 34.952236, Lng: -78.089319), Route carried "on" structure: State highway 1106, Year Built: 2002, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 650 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 610328, Location: 0.8 MI S JCT SR1113 (Lat: 34.952236, Lng: -78.089319), Route carried "on" structure: State highway 1106, Year Built: 2002, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 650 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 610408, Location: 0.3 MI. S. JCT. SR1112 (Lat: 34.943167, Lng: -78.117306), Route carried "on" structure: State highway 1105, Year Built: 2014, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Design Load: HL 93, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 610408, Location: 0.3 MI. S. JCT. SR1112 (Lat: 34.943167, Lng: -78.117306), Route carried "on" structure: State highway 1105, Year Built: 2014, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Design Load: HL 93, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 610419, Location: 0.8 MI. S. JCT. SR1300 (Lat: 35.022194, Lng: -77.959333), Route carried "on" structure: State highway 1381, Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 230 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 610419, Location: 0.8 MI. S. JCT. SR1300 (Lat: 35.022194, Lng: -77.959333), Route carried "on" structure: State highway 1381, Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 230 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 610435, Location: 0.2 MI. W. JCT. NC24 (Lat: 34.997458, Lng: -78.133256), Route carried "on" structure: Interstate 40, Year Built: 1987, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.979, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 610435, Location: 0.2 MI. W. JCT. NC24 (Lat: 34.997458, Lng: -78.133256), Route carried "on" structure: Interstate 40, Year Built: 1987, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.979, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 610436, Location: 0.2 MI. W. JCT. NC24 (Lat: 34.997411, Lng: -78.134158), Route carried "on" structure: Interstate 40, Year Built: 1987, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.979, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 610436, Location: 0.2 MI. W. JCT. NC24 (Lat: 34.997411, Lng: -78.134158), Route carried "on" structure: Interstate 40, Year Built: 1987, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.979, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 610437, Location: 0.5 MI.E.SR1107 (Lat: 34.946608, Lng: -78.073894), Route carried "on" structure: Interstate 40, Year Built: 1987, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 12,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 25,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCL RR, US117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.594, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 610437, Location: 0.5 MI.E.SR1107 (Lat: 34.946608, Lng: -78.073894), Route carried "on" structure: Interstate 40, Year Built: 1987, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 12,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 25,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCL RR, US117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.594, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 610438, Location: 0.5 M.E.SR1107 (Lat: 34.946350, Lng: -78.073811), Route carried "on" structure: Interstate 40, Year Built: 1987, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 12,750 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 25,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCL RR,US117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.594, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 610438, Location: 0.5 M.E.SR1107 (Lat: 34.946350, Lng: -78.073811), Route carried "on" structure: Interstate 40, Year Built: 1987, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 12,750 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 25,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCL RR,US117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.594, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 610439, Location: 0.1 MI. S. JCT. SR1338 (Lat: 35.049708, Lng: -78.154392), Route carried "on" structure: State highway 1337, Year Built: 1988, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 540 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 610439, Location: 0.1 MI. S. JCT. SR1338 (Lat: 35.049708, Lng: -78.154392), Route carried "on" structure: State highway 1337, Year Built: 1988, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 540 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 610445, Location: 0.2 MI.S.JCT.SR1106 (Lat: 34.948633, Lng: -78.082881), Route carried "on" structure: State highway 1107, Year Built: 1988, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 680 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,360 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.6 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 610445, Location: 0.2 MI.S.JCT.SR1106 (Lat: 34.948633, Lng: -78.082881), Route carried "on" structure: State highway 1107, Year Built: 1988, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 680 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,360 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.6 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 610446, Location: 1.2 MI.W.US117 (Lat: 34.951783, Lng: -78.089919), Route carried "on" structure: Interstate 40, Year Built: 1988, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 11,500 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 23,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: STEWART'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.259, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
Structure Number: 610446, Location: 1.2 MI.W.US117 (Lat: 34.951783, Lng: -78.089919), Route carried "on" structure: Interstate 40, Year Built: 1988, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 11,500 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 23,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: STEWART'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.259, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
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Structure Number: 610447, Location: 0.2 MI.S. OF JCT.SR1106 (Lat: 34.958839, Lng: -78.103097), Route carried "on" structure: State highway 1113, Year Built: 1988, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: Integral Concrete
Structure Number: 610447, Location: 0.2 MI.S. OF JCT.SR1106 (Lat: 34.958839, Lng: -78.103097), Route carried "on" structure: State highway 1113, Year Built: 1988, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 520 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: Integral Concrete
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Structure Number: 610448, Location: 1.4 MI. N. JCT. SR1113 (Lat: 34.970744, Lng: -78.118669), Route carried "on" structure: State highway 1105, Year Built: 1988, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 610448, Location: 1.4 MI. N. JCT. SR1113 (Lat: 34.970744, Lng: -78.118669), Route carried "on" structure: State highway 1105, Year Built: 1988, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
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: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 610449, Location: 1.3 MI.E.JCT.SR1341 (Lat: 34.993497, Lng: -78.132436), Route carried "on" structure: Interstate 40, Year Built: 1988, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.100, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 75.2 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 610449, Location: 1.3 MI.E.JCT.SR1341 (Lat: 34.993497, Lng: -78.132436), Route carried "on" structure: Interstate 40, Year Built: 1988, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.100, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 75.2 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 61045, Location: 1.3 MI. E. JCT. SR1341 (Lat: 34.993475, Lng: -78.134086), Route carried "on" structure: Interstate 40, Year Built: 1988, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.100, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 61045, Location: 1.3 MI. E. JCT. SR1341 (Lat: 34.993475, Lng: -78.134086), Route carried "on" structure: Interstate 40, Year Built: 1988, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NC24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.100, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 610451, Location: 0.3 MI. E. JCT. SR1108 (Lat: 35.007569, Lng: -78.136842), Route carried "on" structure: State highway 1341, Year Built: 1988, Status: Open, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.375, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 610451, Location: 0.3 MI. E. JCT. SR1108 (Lat: 35.007569, Lng: -78.136842), Route carried "on" structure: State highway 1341, Year Built: 1988, Status: Open, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.375, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 610437, Location: 0.5 MI.E.SR1107 (Lat: 34.946608, Lng: -78.073894), Route carried "under" structure: US 117, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 7%, Features Intersected: I40W, NC24
Minimum Vertical Clearance: 7.31m (23.98ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 610437, Location: 0.5 MI.E.SR1107 (Lat: 34.946608, Lng: -78.073894), Route carried "under" structure: US 117, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 7%, Features Intersected: I40W, NC24
Minimum Vertical Clearance: 7.31m (23.98ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 610437, Location: 0.5 MI.E.SR1107 (Lat: 34.946608, Lng: -78.073894), Route carried "under" structure: US 117, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 7%, Features Intersected: I40W, NC24
Minimum Vertical Clearance: 7.13m (23.39ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 610437, Location: 0.5 MI.E.SR1107 (Lat: 34.946608, Lng: -78.073894), Route carried "under" structure: US 117, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 7%, Features Intersected: I40W, NC24
Minimum Vertical Clearance: 7.13m (23.39ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 610438, Location: 0.5 M.E.SR1107 (Lat: 34.946350, Lng: -78.073811), Route carried "under" structure: US 117, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 7%, Features Intersected: I40 EB,NC24
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 610438, Location: 0.5 M.E.SR1107 (Lat: 34.946350, Lng: -78.073811), Route carried "under" structure: US 117, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 7%, Features Intersected: I40 EB,NC24
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 610439, Location: 0.1 MI. S. JCT. SR1338 (Lat: 35.049708, Lng: -78.154392), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,750 (year 2018), Truck Traffic: 23%, Features Intersected: SR1337
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 109.836, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 610439, Location: 0.1 MI. S. JCT. SR1338 (Lat: 35.049708, Lng: -78.154392), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,750 (year 2018), Truck Traffic: 23%, Features Intersected: SR1337
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 109.836, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
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Structure Number: 610439, Location: 0.1 MI. S. JCT. SR1338 (Lat: 35.049708, Lng: -78.154392), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,750 (year 2018), Truck Traffic: 23%, Features Intersected: SR1337
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 109.836, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 610439, Location: 0.1 MI. S. JCT. SR1338 (Lat: 35.049708, Lng: -78.154392), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,750 (year 2018), Truck Traffic: 23%, Features Intersected: SR1337
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 109.836, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
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Structure Number: 610445, Location: 0.2 MI.S.JCT.SR1106 (Lat: 34.948633, Lng: -78.082881), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2015), Truck Traffic: 23%, Features Intersected: SR1107
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 112.503, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 610445, Location: 0.2 MI.S.JCT.SR1106 (Lat: 34.948633, Lng: -78.082881), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2015), Truck Traffic: 23%, Features Intersected: SR1107
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 112.503, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
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Structure Number: 610445, Location: 0.2 MI.S.JCT.SR1106 (Lat: 34.948633, Lng: -78.082881), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2015), Truck Traffic: 23%, Features Intersected: SR1107
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 112.503, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 610445, Location: 0.2 MI.S.JCT.SR1106 (Lat: 34.948633, Lng: -78.082881), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2015), Truck Traffic: 23%, Features Intersected: SR1107
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 112.503, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
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Structure Number: 610447, Location: 0.2 MI.S. OF JCT.SR1106 (Lat: 34.958839, Lng: -78.103097), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 23%, Features Intersected: SR1113
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 111.862, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 610447, Location: 0.2 MI.S. OF JCT.SR1106 (Lat: 34.958839, Lng: -78.103097), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 23%, Features Intersected: SR1113
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 111.862, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 610447, Location: 0.2 MI.S. OF JCT.SR1106 (Lat: 34.958839, Lng: -78.103097), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 23%, Features Intersected: SR1113
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 112.411, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 610447, Location: 0.2 MI.S. OF JCT.SR1106 (Lat: 34.958839, Lng: -78.103097), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 23%, Features Intersected: SR1113
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 112.411, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 610448, Location: 1.4 MI. N. JCT. SR1113 (Lat: 34.970744, Lng: -78.118669), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 23%, Features Intersected: SR1105
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 111.558, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 610448, Location: 1.4 MI. N. JCT. SR1113 (Lat: 34.970744, Lng: -78.118669), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 23%, Features Intersected: SR1105
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 111.558, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 610448, Location: 1.4 MI. N. JCT. SR1113 (Lat: 34.970744, Lng: -78.118669), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 23%, Features Intersected: SR1105
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 111.558, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 610448, Location: 1.4 MI. N. JCT. SR1113 (Lat: 34.970744, Lng: -78.118669), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 23%, Features Intersected: SR1105
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 111.558, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 610449, Location: 1.3 MI.E.JCT.SR1341 (Lat: 34.993497, Lng: -78.132436), Route carried "under" structure: State highway 24, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 7,100 (year 2019), Truck Traffic: 14%, Features Intersected: I40W
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 610449, Location: 1.3 MI.E.JCT.SR1341 (Lat: 34.993497, Lng: -78.132436), Route carried "under" structure: State highway 24, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 7,100 (year 2019), Truck Traffic: 14%, Features Intersected: I40W
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 61045, Location: 1.3 MI. E. JCT. SR1341 (Lat: 34.993475, Lng: -78.134086), Route carried "under" structure: State highway 24, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2019), Truck Traffic: 14%, Features Intersected: I40 EBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 61045, Location: 1.3 MI. E. JCT. SR1341 (Lat: 34.993475, Lng: -78.134086), Route carried "under" structure: State highway 24, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2019), Truck Traffic: 14%, Features Intersected: I40 EBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 610451, Location: 0.3 MI. E. JCT. SR1108 (Lat: 35.007569, Lng: -78.136842), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1341
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 110.765, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 610451, Location: 0.3 MI. E. JCT. SR1108 (Lat: 35.007569, Lng: -78.136842), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1341
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 110.765, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
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Structure Number: 610451, Location: 0.3 MI. E. JCT. SR1108 (Lat: 35.007569, Lng: -78.136842), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1341
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 110.765, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 610451, Location: 0.3 MI. E. JCT. SR1108 (Lat: 35.007569, Lng: -78.136842), Route carried "under" structure: Interstate 40, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 11,750 (year 2019), Truck Traffic: 23%, Features Intersected: SR1341
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 110.765, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)