Bridge Statistics for Hamlet, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1530001,  Location: 1.0 MI. W. JCT. US220 (Lat: 34.939717,  Lng: -79.784636),  Route carried "on" structure: Business US 74,  Year Built: 1940,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 7,000 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: H 15,  Features Intersected: HITCHCOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1530008,  Location: 0.3 MI. N. JCT. SR1909 (Lat: 34.891511,  Lng: -79.703700),  Route carried "on" structure: State highway 177,  Year Built: 1991,  Status: Open,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 11,000 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  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 or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1530012,  Location: 0.1 MI. W. JCT. NC381 (Lat: 34.854539,  Lng: -79.670906),  Route carried "on" structure: State highway 1615,  Year Built: 1969,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 690 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,380 (year 2040),  Design Load: HS 15,  Features Intersected: S.C.L.RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to 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: 1530017,  Location: 0.2 MI. E. JCT. SR1811 (Lat: 34.862694,  Lng: -79.719339),  Route carried "on" structure: State highway 1812,  Year Built: 1996,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 900 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MARK'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1530018,  Location: 0.05 MI. S. JCT. SR1811 (Lat: 34.851131,  Lng: -79.733297),  Route carried "on" structure: State highway 1825,  Year Built: 1997,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 1,300 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1530019,  Location: 0.3 MI. S. JCT. SR1995 (Lat: 34.845419,  Lng: -79.768547),  Route carried "on" structure: State highway 1900,  Year Built: 1989,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 530 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,060 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MARK'S 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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

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: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1530043,  Location: 0.1 MI. W. JCT. SR1714 (Lat: 34.887928,  Lng: -79.701353),  Route carried "on" structure: State highway 1713,  Year Built: 2003,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 1,800 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: S.C.L.RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1530053,  Location: 0.2 MI. N. JCT. NC38 (Lat: 34.880767,  Lng: -79.695864),  Route carried "on" structure: State highway 1615,  Year Built: 1981,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: HS 15,  Features Intersected: MARKS 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: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1530157,  Location: 0.1 MI. N. JCT. NC177 (Lat: 34.846972,  Lng: -79.757144),  Route carried "on" structure: State highway 1990,  Year Built: 1956,  Status: Posted for load,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 90 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 180 (year 2040),  Features Intersected: MARKS 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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 27.2 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: Equal to present minimum criteria,  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: 30.0 - 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: 1530172,  Location: 0.5 MI. N. JCT. SR1990 (Lat: 34.849692,  Lng: -79.750858),  Route carried "on" structure: State highway 177,  Year Built: 1946,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MARK'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1530173,  Location: 100 FT. W. JCT. NC38 (Lat: 34.882744,  Lng: -79.692578),  Route carried "on" structure: Business US 74,  Year Built: 1925,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,000 (year 2040),  Design Load: HS 20,  Features Intersected: CITY LAKE SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 19.7m (64.6ft)

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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 1530188,  Location: 1.0 MI. N. JCT. SR1990 (Lat: 34.858308,  Lng: -79.743033),  Route carried "on" structure: State highway 177,  Year Built: 1999,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 3,400 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: May 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: 1530189,  Location: 0.95 MI. N. JCT. 1833 (Lat: 34.861103,  Lng: -79.676403),  Route carried "on" structure: State highway 1615,  Year Built: 1999,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 840 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,680 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US74
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: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1530191,  Location: 1.5 MI. W. JCT. NC381 (Lat: 34.856092,  Lng: -79.695325),  Route carried "on" structure: Bypass US 74,  Year Built: 1999,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 8,750 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NC38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.049,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: May 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: 1530202,  Location: 0.1 MI. W. JCT. SR1991 (Lat: 34.868914,  Lng: -79.755961),  Route carried "on" structure: State highway 1900,  Year Built: 2000,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US74
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: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.3 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: 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: June 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: 1530203,  Location: 0.41 MI. E. JCT. NC177 (Lat: 34.854172,  Lng: -79.737394),  Route carried "on" structure: Bypass US 74,  Year Built: 2000,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 10,500 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.622,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1530204,  Location: 0.41 MI. E. JCT. NC177 (Lat: 34.853989,  Lng: -79.737608),  Route carried "on" structure: Bypass US 74,  Year Built: 2000,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 10,500 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.317,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 52.6 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1530205,  Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852789,  Lng: -79.733639),  Route carried "on" structure: Bypass US 74,  Year Built: 2000,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 10,500 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SR1825
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.378,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 18),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1530206,  Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852533,  Lng: -79.733597),  Route carried "on" structure: Bypass US 74,  Year Built: 2000,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 10,500 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SR1825
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.354,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 18),  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1530207,  Location: 0.93 MI. E. JCT. NC177 (Lat: 34.852517,  Lng: -79.729044),  Route carried "on" structure: Bypass US 74,  Year Built: 2000,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 10,500 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.500,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1530208,  Location: 0.93 MI. E. JCT. NC177 (Lat: 34.852286,  Lng: -79.729350),  Route carried "on" structure: Bypass US 74,  Year Built: 2000,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 8,000 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.500,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1530209,  Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863297,  Lng: -79.671947),  Route carried "on" structure: Bypass US 74,  Year Built: 2000,  Status: Open,  Structure Length: 9.90m (32.48ft),  Average Daily Traffic: 8,250 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NC381,CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.506,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 18),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 1530211,  Location: 1.1 MI. E. JCT. NC381 (Lat: 34.868431,  Lng: -79.652844),  Route carried "on" structure: Bypass US 74,  Year Built: 2000,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 8,250 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.841,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1530212,  Location: 1.1 MI. E. JCT. NC381 (Lat: 34.868219,  Lng: -79.652550),  Route carried "on" structure: Bypass US 74,  Year Built: 2000,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 8,250 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.841,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 18),  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1530213,  Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868806,  Lng: -79.649511),  Route carried "on" structure: Bypass US 74,  Year Built: 2000,  Status: Open,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 7,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US74E.BUS CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.902,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 18),  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 1530214,  Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868606,  Lng: -79.649197),  Route carried "on" structure: Bypass US 74,  Year Built: 2000,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 11,000 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 22,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US74E.BUS CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.902,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 18),  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 1530188,  Location: 1.0 MI. N. JCT. SR1990 (Lat: 34.858308,  Lng: -79.743033),  Route carried "under" structure: Bypass US 74,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2019),  Truck Traffic: 14%,  Features Intersected: NC177
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1530188,  Location: 1.0 MI. N. JCT. SR1990 (Lat: 34.858308,  Lng: -79.743033),  Route carried "under" structure: Bypass US 74,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2019),  Truck Traffic: 14%,  Features Intersected: NC177
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1530189,  Location: 0.95 MI. N. JCT. 1833 (Lat: 34.861103,  Lng: -79.676403),  Route carried "under" structure: Bypass US 74,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR1615
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 97.476,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 1530189,  Location: 0.95 MI. N. JCT. 1833 (Lat: 34.861103,  Lng: -79.676403),  Route carried "under" structure: Bypass US 74,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR1615
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 97.476,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 153019,  Location: 1.5 MI. W. JCT. NC381 (Lat: 34.855853,  Lng: -79.695333),  Route carried "under" structure: State highway 38,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 3,450 (year 2019),  Truck Traffic: 14%,  Features Intersected: US74 EBL
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 153019,  Location: 1.5 MI. W. JCT. NC381 (Lat: 34.855853,  Lng: -79.695333),  Route carried "under" structure: State highway 38,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 3,450 (year 2019),  Truck Traffic: 14%,  Features Intersected: US74 EBL
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 1530191,  Location: 1.5 MI. W. JCT. NC381 (Lat: 34.856092,  Lng: -79.695325),  Route carried "under" structure: State highway 38,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 3,450 (year 2019),  Truck Traffic: 14%,  Features Intersected: US74 WBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 1530191,  Location: 1.5 MI. W. JCT. NC381 (Lat: 34.856092,  Lng: -79.695325),  Route carried "under" structure: State highway 38,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 3,450 (year 2019),  Truck Traffic: 14%,  Features Intersected: US74 WBL
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 1530202,  Location: 0.1 MI. W. JCT. SR1991 (Lat: 34.868914,  Lng: -79.755961),  Route carried "under" structure: Bypass US 74,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2015),  Truck Traffic: 14%,  Features Intersected: SR1900
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1530202,  Location: 0.1 MI. W. JCT. SR1991 (Lat: 34.868914,  Lng: -79.755961),  Route carried "under" structure: Bypass US 74,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2015),  Truck Traffic: 14%,  Features Intersected: SR1900
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1530205,  Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852789,  Lng: -79.733639),  Route carried "under" structure: State highway 1825,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2018),  Truck Traffic: 8%,  Features Intersected: US74 WBL
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1530206,  Location: 0.67 MI. E. JCT. NC177 (Lat: 34.852533,  Lng: -79.733597),  Route carried "under" structure: State highway 1825,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2018),  Truck Traffic: 8%,  Features Intersected: US74 EBL
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 1530209,  Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863297,  Lng: -79.671947),  Route carried "under" structure: State highway 381,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: US74 WBL
Minimum Vertical Clearance: 8.02m (26.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1530209,  Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863297,  Lng: -79.671947),  Route carried "under" structure: State highway 381,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: US74 WBL
Minimum Vertical Clearance: 8.04m (26.38ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 153021,  Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863572,  Lng: -79.672006),  Route carried "under" structure: State highway 381,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: US74 EBL
Minimum Vertical Clearance: 7.43m (24.38ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 153021,  Location: 1.5 MI. E. JCT. NC38 (Lat: 34.863572,  Lng: -79.672006),  Route carried "under" structure: State highway 381,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: US74 EBL
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1530213,  Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868806,  Lng: -79.649511),  Route carried "under" structure: Business US 74,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 14%,  Features Intersected: US74W
Minimum Vertical Clearance: 5.37m (17.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 1530214,  Location: 1.3 MI. E. JCT. NC381 (Lat: 34.868606,  Lng: -79.649197),  Route carried "under" structure: Business US 74,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2018),  Truck Traffic: 14%,  Features Intersected: US74E
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)