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

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Structure Number: 470003,  Location: 0.1 MI.S. OF JCT. SR1953 (Lat: 34.317100,  Lng: -78.706119),  Route carried "on" structure: Business US 701,  Year Built: 1961,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 14,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MOLLIE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 470017,  Location: 0.17 MI.N. JCT SR170 (Lat: 34.350733,  Lng: -78.702433),  Route carried "on" structure: Business US 701,  Year Built: 1974,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 3,700 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US74BYP,US76BYP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 56.2 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 470019,  Location: 0.4 MI.S.JCT.SR1437 (Lat: 34.318500,  Lng: -78.708789),  Route carried "on" structure: Bypass US 701,  Year Built: 1955,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 15,500 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 15,  Features Intersected: PINELOG SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.2 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: High priority of replacement,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 470034,  Location: 0.2 MI.N. OF JCT.SR1435 (Lat: 34.339428,  Lng: -78.758275),  Route carried "on" structure: State highway 1585,  Year Built: 1974,  Status: Open,  Structure Length: 9.32m (30.58ft),  Average Daily Traffic: 2,800 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US74/US76BYP
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: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 470042,  Location: 0.1 MI.S.JCT.SR1437 (Lat: 34.322369,  Lng: -78.707769),  Route carried "on" structure: Bypass US 701,  Year Built: 1953,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 15,500 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: H 15,  Features Intersected: W.MAIN ST.,CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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: Monolithic Concrete

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Structure Number: 47005,  Location: 0.3 MI.S. OF JCT.SR1551 (Lat: 34.346831,  Lng: -78.719758),  Route carried "on" structure: State highway 1552,  Year Built: 1972,  Status: Open,  Structure Length: 10.75m (35.27ft),  Average Daily Traffic: 3,600 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,200 (year 2040),  Design Load: HS 15,  Features Intersected: US74/US76BYP
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),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 470051,  Location: 0.4 MI.W.JCT.701BUS (Lat: 34.349767,  Lng: -78.709622),  Route carried "on" structure: Bypass US 74,  Year Built: 1972,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 7,250 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US701 BYP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.422,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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,  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: Monolithic Concrete

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Structure Number: 470052,  Location: 0.4MI W. OF JCT US701BUS (Lat: 34.350044,  Lng: -78.709639),  Route carried "on" structure: Bypass US 74,  Year Built: 1972,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 7,250 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US701BYP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.422,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.7 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: Equal to 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: Monolithic Concrete

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Structure Number: 470053,  Location: 0.7MI.W.JCT.US74/US76BUS (Lat: 34.349633,  Lng: -78.671253),  Route carried "on" structure: Bypass US 74,  Year Built: 1974,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 7,250 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WHITE MARSH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.062,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to 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: June 2021,  Underwater Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 470054,  Location: 0.7 MI.W JCT.US74/76 (Lat: 34.349900,  Lng: -78.671256),  Route carried "on" structure: Bypass US 74,  Year Built: 1974,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 7,250 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WHITE MARSH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.062,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 58.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to 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: June 2021,  Underwater Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 470055,  Location: 0.8 MI. W. JCT. NC214 (Lat: 34.342653,  Lng: -78.672692),  Route carried "on" structure: Business US 74,  Year Built: 1921,  Year Reconstructed: 1941,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 5,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: H 15,  Features Intersected: WHITE MARSH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.2 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: 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 470148,  Location: 0.1 MI. W. JCT. SR1439 (Lat: 34.323125,  Lng: -78.727922),  Route carried "on" structure: State highway 1437,  Year Built: 2009,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: PINE LOG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: 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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 470151,  Location: 0.3 MI. W. OF JCT. SR1428 (Lat: 34.304278,  Lng: -78.744336),  Route carried "on" structure: State highway 1429,  Year Built: 2002,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 3,300 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOULES SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  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: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 470207,  Location: 0.3MI.N.JCT.SR1557 (Lat: 34.344492,  Lng: -78.752225),  Route carried "on" structure: State highway 1585,  Year Built: 2012,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 920 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,840 (year 2025),  Design Load: HL 93,  Features Intersected: PINE LOG SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 470216,  Location: 2 MI. N. OF JCT. US74 (Lat: 34.374917,  Lng: -78.667556),  Route carried "on" structure: State highway 1700,  Year Built: 2014,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 1,900 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,800 (year 2025),  Design Load: HL 93,  Features Intersected: WELCHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 470235,  Location: 0.8 MI. N. JCT. SR1700 (Lat: 34.378025,  Lng: -78.652244),  Route carried "on" structure: State highway 1722,  Year Built: 2015,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 1,200 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,400 (year 2040),  Design Load: HL 93,  Features Intersected: WELCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47024,  Location: 0.4 MI.W.JCT.SR1729 (Lat: 34.384994,  Lng: -78.639269),  Route carried "on" structure: State highway 1710,  Year Built: 2015,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 360 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 720 (year 2040),  Design Load: HL 93,  Features Intersected: WELCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 470361,  Location: 0.6MI W JCT US74BUS (Lat: 34.341808,  Lng: -78.735000),  Route carried "on" structure: State highway 1554,  Year Built: 2002,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 650 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PINE LOG SWAMP
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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47037,  Location: 0.2MI.E. OF JCT.SR1585 (Lat: 34.374150,  Lng: -78.738433),  Route carried "on" structure: State highway 1549,  Year Built: 1980,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 230 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 460 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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: 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: April 2021,  Underwater Inspection Date: April 2021

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Structure Number: 470381,  Location: 2.5 MI.E. JCT. US701 BUS (Lat: 34.349119,  Lng: -78.658253),  Route carried "on" structure: US 74,  Year Built: 1983,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 7,250 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1700
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.306,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.4m (122.7ft),  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: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  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: Monolithic Concrete

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Structure Number: 470382,  Location: 2.5 MI.E.JCT.US701 B (Lat: 34.349378,  Lng: -78.658108),  Route carried "on" structure: US 74,  Year Built: 1983,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 7,250 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1700
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.372,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: 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: Monolithic Concrete

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Structure Number: 470393,  Location: 0.5 MI. W. OF JCT. SR1431 (Lat: 34.295669,  Lng: -78.750667),  Route carried "on" structure: State highway 1428,  Year Built: 1993,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 320 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 640 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DEEP 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: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021

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Structure Number: 470394,  Location: 1.5 MI.E. OF JCT.SR1585 (Lat: 34.342144,  Lng: -78.735372),  Route carried "on" structure: US 74,  Year Built: 1972,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 20,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 40,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PINELOG BRANCH
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: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  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: March 2020,  Underwater Inspection Date: March 2020

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Structure Number: 470401,  Location: 1.0 MI W. OF JCT NC214 (Lat: 34.341722,  Lng: -78.675603),  Route carried "on" structure: Business US 74,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 15,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,000 (year 2040),  Design Load: HS 20,  Features Intersected: WHITE MARSH SWAMP
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: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  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: 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: August 2020,  Underwater Inspection Date: August 2020

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Structure Number: 470402,  Location: 0.6 MI W. OF JCT NC214 (Lat: 34.343572,  Lng: -78.669908),  Route carried "on" structure: Business US 74,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,800 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,600 (year 2025),  Design Load: HS 20,  Features Intersected: WHITE MARSH SWAMP
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: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  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: August 2020,  Underwater Inspection Date: August 2020

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Structure Number: 470406,  Location: 0.3 MI.W.JCT.US701 (Lat: 34.324644,  Lng: -78.713603),  Route carried "on" structure: State highway 1437,  Year Built: 2005,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 2,600 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,200 (year 2040),  Design Load: HL 93,  Features Intersected: CANAL
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: 4 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2021,  Underwater Inspection Date: March 2021

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Structure Number: 470017,  Location: 0.17 MI.N. JCT SR170 (Lat: 34.350733,  Lng: -78.702433),  Route carried "under" structure: Bypass US 74,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2018),  Truck Traffic: 12%,  Features Intersected: US701BUS
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 73.701,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 470017,  Location: 0.17 MI.N. JCT SR170 (Lat: 34.350733,  Lng: -78.702433),  Route carried "under" structure: Bypass US 74,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2018),  Truck Traffic: 12%,  Features Intersected: US701BUS
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 73.701,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 470034,  Location: 0.2 MI.N. OF JCT.SR1435 (Lat: 34.339428,  Lng: -78.758275),  Route carried "under" structure: Bypass US 74,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 14%,  Features Intersected: SR1585
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 72.695,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 470034,  Location: 0.2 MI.N. OF JCT.SR1435 (Lat: 34.339428,  Lng: -78.758275),  Route carried "under" structure: Bypass US 74,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 14%,  Features Intersected: SR1585
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 470042,  Location: 0.1 MI.S.JCT.SR1437 (Lat: 34.322369,  Lng: -78.707769),  Route carried "under" structure: Other road ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1993),  Truck Traffic: 7%,  Features Intersected: US701BYP,  Facility Carried by Structure: W. MAIN ST.
Minimum Vertical Clearance: 7.68m (25.20ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.4m (40.7ft)

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Structure Number: 47005,  Location: 0.3 MI.S. OF JCT.SR1551 (Lat: 34.346831,  Lng: -78.719758),  Route carried "under" structure: Bypass US 74,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: SR1552
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 73.427,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 47005,  Location: 0.3 MI.S. OF JCT.SR1551 (Lat: 34.346831,  Lng: -78.719758),  Route carried "under" structure: Bypass US 74,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: SR1552
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 73.427,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 470051,  Location: 0.4 MI.W.JCT.701BUS (Lat: 34.349767,  Lng: -78.709622),  Route carried "under" structure: Bypass US 701,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: US74/US76 BYP EBL
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 470051,  Location: 0.4 MI.W.JCT.701BUS (Lat: 34.349767,  Lng: -78.709622),  Route carried "under" structure: Bypass US 701,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: US74/US76 BYP EBL
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 470052,  Location: 0.4MI W. OF JCT US701BUS (Lat: 34.350044,  Lng: -78.709639),  Route carried "under" structure: US 701,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: US74,US76BYP WBL
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 470052,  Location: 0.4MI W. OF JCT US701BUS (Lat: 34.350044,  Lng: -78.709639),  Route carried "under" structure: US 701,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: US74,US76BYP WBL
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 470381,  Location: 2.5 MI.E. JCT. US701 BUS (Lat: 34.349119,  Lng: -78.658253),  Route carried "under" structure: State highway 1700,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 2,750 (year 2019),  Truck Traffic: 8%,  Features Intersected: US74/76 EBL
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 470381,  Location: 2.5 MI.E. JCT. US701 BUS (Lat: 34.349119,  Lng: -78.658253),  Route carried "under" structure: State highway 1700,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 2,750 (year 2019),  Truck Traffic: 8%,  Features Intersected: US74/76 EBL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 470382,  Location: 2.5 MI.E.JCT.US701 B (Lat: 34.349378,  Lng: -78.658108),  Route carried "under" structure: State highway 1700,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 2,750 (year 2019),  Truck Traffic: 8%,  Features Intersected: US74/76 WBL
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 470382,  Location: 2.5 MI.E.JCT.US701 B (Lat: 34.349378,  Lng: -78.658108),  Route carried "under" structure: State highway 1700,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 2,750 (year 2019),  Truck Traffic: 8%,  Features Intersected: US74/76 WBL
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)