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

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Structure Number: 1550177,  Location: 0.1 MI.N.JCT.NC211 (Lat: 34.641172,  Lng: -79.004117),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,000 (year 1980),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20,  Features Intersected: MEADOW BRANCH,  Facility Carried by Structure: N. WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1550179,  Location: 0.3 MI.E.JCT.NC211 (Lat: 34.642558,  Lng: -79.005506),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,000 (year 1980),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20,  Features Intersected: MEADOW BRANCH,  Facility Carried by Structure: HIGHLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1550197,  Location: 0.5 MI S. OF JCT NC711 (Lat: 34.622753,  Lng: -79.087597),  Route carried "on" structure: State highway 1339,  Year Built: 2002,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 2,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAR SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: 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: September 2020,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15502,  Location: 0.15 MI. S. OF JCT.SR1549 (Lat: 34.632203,  Lng: -79.118367),  Route carried "on" structure: State highway 1550,  Year Built: 1966,  Status: Posted for load,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 1,100 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,200 (year 2040),  Design Load: HS 15,  Features Intersected: BEAR SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 24.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 6.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1550201,  Location: 0.1 MI. S. JCT. SR1339 (Lat: 34.658825,  Lng: -79.199183),  Route carried "on" structure: State highway 1554,  Year Built: 1993,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LUMBER RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.9m (35.8ft),  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: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1550207,  Location: 0.6 MI.S. OF JCT. SR1532 (Lat: 34.660403,  Lng: -79.069256),  Route carried "on" structure: State highway 1527,  Year Built: 2012,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 5,100 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,200 (year 2040),  Design Load: HL 93,  Features Intersected: HOLLY SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 155021,  Location: 0.4 MI.S. JCT.SR1532 (Lat: 34.661556,  Lng: -79.067347),  Route carried "on" structure: State highway 1527,  Year Built: 2012,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,100 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,200 (year 2040),  Design Load: HL 93,  Features Intersected: SADDLETREE SWAMP
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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1550211,  Location: 0.4 MI S JCT SR1532 (Lat: 34.661703,  Lng: -79.065997),  Route carried "on" structure: State highway 1527,  Year Built: 2012,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 5,100 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,200 (year 2040),  Design Load: HL 93,  Features Intersected: RAFT SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: December 2020,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1550212,  Location: 0.1MI W.JCT US301 (Lat: 34.635397,  Lng: -79.029278),  Route carried "on" structure: State highway 1536,  Year Built: 2001,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FIVEMILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: Febuary 2022

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Structure Number: 1550213,  Location: 0.3 MI.E.JCT.SR1531 (Lat: 34.713436,  Lng: -79.038908),  Route carried "on" structure: State highway 1766,  Year Built: 2019,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 950 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HL 93,  Features Intersected: SADDLE TREE 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: 1,  Length of Maximum Span: 17.6m (57.7ft),  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: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1550279,  Location: 0.4 MI W JCT SR2208 (Lat: 34.538439,  Lng: -79.034792),  Route carried "on" structure: State highway 2241,  Year Built: 1995,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 380 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 760 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HOG SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1550288,  Location: .1 M N OF JCT SR 1654 (Lat: 34.662222,  Lng: -79.078611),  Route carried "on" structure: State highway 1654,  Year Built: 2019,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 760 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,520 (year 2040),  Design Load: HL 93,  Features Intersected: HOLY SWAMP,  Facility Carried by Structure: SR1526
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 1550299,  Location: 0.4 MI.W.JCT.SR1752 (Lat: 34.700878,  Lng: -79.028700),  Route carried "on" structure: State highway 1529,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 3,100 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,200 (year 2040),  Features Intersected: SADDLE TREE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 15503,  Location: 0.5 MI.W. OF JCT.SR1752 (Lat: 34.700461,  Lng: -79.029836),  Route carried "on" structure: State highway 1529,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 3,100 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,200 (year 2040),  Features Intersected: SADDLE TREE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1550417,  Location: 0.1 MI.S.JCT.NC41 (Lat: 34.633111,  Lng: -78.986256),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 240 (year 1992),  Truck Traffic: 7%,  Average Future Daily Traffic: 480 (year 2040),  Design Load: HS 20,  Features Intersected: MEADOW BRANCH,  Facility Carried by Structure: MORGAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 1550419,  Location: 0.1 MI.N.JCT.SR2328 (Lat: 34.587131,  Lng: -79.006039),  Route carried "on" structure: State highway 2289,  Year Built: 1958,  Status: Posted for load,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 3,400 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,800 (year 2040),  Design Load: HS 15,  Features Intersected: JACOB SWAMP
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),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  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

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Structure Number: 155042,  Location: 0.5 MI.S. JCT. NC41 (Lat: 34.610439,  Lng: -79.009119),  Route carried "on" structure: State highway 2289,  Year Built: 1958,  Status: Open,  Structure Length: 10.11m (33.17ft),  Average Daily Traffic: 3,800 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,600 (year 2040),  Design Load: HS 15,  Features Intersected: LUMBER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 48.9 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: 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: November 2021,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1550422,  Location: 0.5 MI. E. OF JCT. SR1002 (Lat: 34.633958,  Lng: -78.914383),  Route carried "on" structure: State highway 2105,  Year Built: 2018,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 30 (year 1996),  Average Future Daily Traffic: 60 (year 2040),  Design Load: HL 93,  Features Intersected: JACKSON SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: May 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: 155043,  Location: 0.6 MI. S. JCT. NC72 (Lat: 34.624044,  Lng: -79.057153),  Route carried "on" structure: State highway 1539,  Year Built: 2002,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 2,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LUMBER RIVER
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),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: Febuary 2022,  Underwater Inspection Date: October 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: 1550431,  Location: 0.3 MI E. JCT. SR2289 (Lat: 34.580650,  Lng: -78.999133),  Route carried "on" structure: State highway 2305,  Year Built: 2019,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 1,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HL 93,  Features Intersected: JACOB BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  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: 56.2 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: 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: July 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: 1550439,  Location: 0.5 MI. E. JCT. SR2202 (Lat: 34.591289,  Lng: -78.983025),  Route carried "on" structure: State highway 72,  Year Built: 1994,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 5,700 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LUMBER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 72),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 14.0m (45.9ft),  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: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 155044,  Location: 0.2 MI. W. JCT. SR2207 (Lat: 34.565917,  Lng: -78.976458),  Route carried "on" structure: State highway 72,  Year Built: 1976,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 4,700 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,400 (year 2040),  Design Load: HS 15,  Features Intersected: JACOB'S 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),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: April 2020,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1550441,  Location: 0.7MI.S.JCT.NC211 (Lat: 34.697458,  Lng: -79.085517),  Route carried "on" structure: State highway 1003,  Year Built: 1975,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 2,900 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,800 (year 2040),  Design Load: HS 15,  Features Intersected: RICHLAND SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: May 2020,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1550442,  Location: 0.1MI N JCT US301&US74ALT (Lat: 34.602692,  Lng: -79.104606),  Route carried "on" structure: State highway 1589,  Year Built: 1948,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 2,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: H 15,  Features Intersected: BACK SWAMP
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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1550443,  Location: 0.2 MI E JCT SR2204 (Lat: 34.609236,  Lng: -79.014289),  Route carried "on" structure: State highway 2203,  Year Built: 2016,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,900 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JACOB SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020

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Structure Number: 1550444,  Location: 100' MI N. OF JCT. SR2203 (Lat: 34.609886,  Lng: -79.016344),  Route carried "on" structure: State highway 2204,  Year Built: 1979,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JACOB SWAMP WATERSHED
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: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020

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Structure Number: 1550446,  Location: 0.1 MI.N. JCT.SR2415 (Lat: 34.607792,  Lng: -79.023394),  Route carried "on" structure: State highway 41,  Year Built: 2018,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 11,000 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,000 (year 2040),  Design Load: HL 93,  Features Intersected: GUM BRANCH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  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: 16.9m (55.4ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 1550459,  Location: 300' W. JCT. SR2202 (Lat: 34.584356,  Lng: -78.986267),  Route carried "on" structure: State highway 72,  Year Built: 2018,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,700 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,400 (year 2040),  Design Load: HL 93,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 72),  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 71.6 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: August 2020,  Underwater Inspection Date: August 2020

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Structure Number: 1550464,  Location: 0.3 MI.N. JCT.NC211 (Lat: 34.650653,  Lng: -79.012078),  Route carried "on" structure: Interstate 95,  Year Built: 1952,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 29,500 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 59,000 (year 2040),  Design Load: HS 20,  Features Intersected: FIVEMILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.157,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 50.5m (165.7ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 155048,  Location: 2.6 MI.W.JCT.SR1155 (Lat: 34.632992,  Lng: -79.227944),  Route carried "on" structure: Interstate 74,  Year Built: 2010,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.387,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.7m (159.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1550484,  Location: 1.3 MI. S. JCT. US74 ALT. (Lat: 34.597786,  Lng: -79.133586),  Route carried "on" structure: State highway 1164,  Year Built: 2008,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 210 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 420 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I74, US74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 20 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: 30.1m (98.8ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

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: 60.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1550485,  Location: 0.5 MI NORTH OF SR1164 (Lat: 34.594306,  Lng: -79.118425),  Route carried "on" structure: State highway 1207,  Year Built: 2008,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,000 (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: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1550486,  Location: 0.7 MI. W. JCT. US74 BUS. (Lat: 34.593378,  Lng: -79.110858),  Route carried "on" structure: Interstate 74,  Year Built: 2009,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.795,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1550487,  Location: 0.3 MI. E. JCT. SR1207 (Lat: 34.593125,  Lng: -79.111189),  Route carried "on" structure: Interstate 74,  Year Built: 2008,  Status: Open,  Structure Length: 13.10m (42.98ft),  Average Daily Traffic: 7,750 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 15,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.795,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.4 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1550488,  Location: 0.1 MI. N. JCT. SR2317 (Lat: 34.592842,  Lng: -79.088808),  Route carried "on" structure: Alternate US 74,  Year Built: 2008,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 2,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I74,  Facility Carried by Structure: SR2418
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 21 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: 30.4m (99.7ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1550489,  Location: 0.5 MI. N. JCT. SR2418 (Lat: 34.589992,  Lng: -79.068683),  Route carried "on" structure: State highway 2505,  Year Built: 2009,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.526,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 1 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: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: 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: 155049,  Location: 0.4 MI.S.JCT.SR2310 (Lat: 34.544569,  Lng: -79.021581),  Route carried "on" structure: State highway 2210,  Year Built: 2009,  Status: Open,  Structure Length: 6.06m (19.88ft),  Average Daily Traffic: 1,100 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.898,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 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: Very 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 155051,  Location: 0.5 MI. N. JCT. SR1005 (Lat: 34.670083,  Lng: -79.006028),  Route carried "on" structure: US 301,  Year Built: 2014,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 8,700 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,400 (year 2040),  Design Load: HL 93,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1550533,  Location: 0.1 MI. W. JCT. NC41 (Lat: 34.639000,  Lng: -79.002972),  Route carried "on" structure: State highway 211,  Year Built: 2020,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 24,500 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,000 (year 2040),  Features Intersected: MEADOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 11),  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: 2,  Length of Maximum Span: 2.7m (8.9ft)

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

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Structure Number: 1550025,  Location: 0.1 MI W. OF JCT SR 2499 (Lat: 34.623003,  Lng: -79.052058),  Route carried "under" structure: Interstate 95,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2018),  Truck Traffic: 16%,  Features Intersected: NC72, NC711
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 5.181,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1550025,  Location: 0.1 MI W. OF JCT SR 2499 (Lat: 34.623003,  Lng: -79.052058),  Route carried "under" structure: Interstate 95,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2018),  Truck Traffic: 16%,  Features Intersected: NC72, NC711
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 5.181,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1550036,  Location: 0.5 MI. N. JCT. SR1005 (Lat: 34.670033,  Lng: -79.005908),  Route carried "under" structure: Interstate 95,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2019),  Truck Traffic: 16%,  Features Intersected: US301S
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 6.583,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 1550036,  Location: 0.5 MI. N. JCT. SR1005 (Lat: 34.670033,  Lng: -79.005908),  Route carried "under" structure: Interstate 95,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2019),  Truck Traffic: 16%,  Features Intersected: US301S
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 6.583,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 1550055,  Location: 0.1 MI E JCT US301 (Lat: 34.600914,  Lng: -79.103308),  Route carried "under" structure: Interstate 95,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2019),  Truck Traffic: 23%,  Features Intersected: US74
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 4.145,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 1550055,  Location: 0.1 MI E JCT US301 (Lat: 34.600914,  Lng: -79.103308),  Route carried "under" structure: Ramp Interstate 95301,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 10,750 (year 2019),  Truck Traffic: 23%,  Features Intersected: US74,  Facility Carried by Structure: I95S;US301S.RAMP
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 4.145,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)