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

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Structure Number: 130001,  Location: 0.4 MI. W. OF JCT. SR1410 (Lat: 35.605175,  Lng: -77.140758),  Route carried "on" structure: US 264,  Year Built: 1992,  Status: Temporarily open,  Structure Length: 10.02m (32.87ft),  Average Daily Traffic: 9,500 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 19,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRANTER'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: July 2020,  Underwater Inspection Date: May 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130003,  Location: 2.0 MI SW JCT. US264 (Lat: 35.530433,  Lng: -77.073367),  Route carried "on" structure: US 17,  Year Built: 1941,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,000 (year 2040),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 43.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130004,  Location: 0.6 MI. N. JCT. US264 (Lat: 35.610611,  Lng: -77.132625),  Route carried "on" structure: State highway 141,  Year Built: 2018,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 1,900 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,800 (year 2040),  Design Load: HL 93,  Features Intersected: AGGIE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  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: 49.8 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: 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: June 2020,  Underwater Inspection Date: November 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 130005,  Location: 0.9 MI E. JCT SR1409 (Lat: 35.629583,  Lng: -77.110067),  Route carried "on" structure: State highway 1001,  Year Built: 2014,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 1,300 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HL 93,  Features Intersected: AGGIE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  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: Good,  Channel: Satisfactory,  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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: May 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: 130008,  Location: 0.6 MI W. JCT. SR 1402 (Lat: 35.563028,  Lng: -77.086592),  Route carried "on" structure: State highway 1403,  Year Built: 2009,  Status: Open,  Structure Length: 13.44m (44.09ft),  Average Daily Traffic: 5,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TRANTERS CREEK
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: 9,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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: July 2020,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130024,  Location: 2.1 MI. W. JCT. US17 (Lat: 35.570725,  Lng: -77.080333),  Route carried "on" structure: US 264,  Year Built: 1973,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 24,500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHERRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 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: Superior to present desirable 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: July 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 130025,  Location: 3.1 MI. N. OF JCT. NC33 (Lat: 35.542981,  Lng: -77.061719),  Route carried "on" structure: Business US 17,  Year Built: 1928,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 38.19m (125.30ft),  Average Daily Traffic: 13,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,000 (year 2040),  Features Intersected: PAMLICO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 15.2m (49.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 34,  Length of Maximum Span: 54.8m (179.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: November 2020,  Underwater Inspection Date: October 2019,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130026,  Location: 2.0 MI E. JCT. US17 (Lat: 35.545111,  Lng: -77.024822),  Route carried "on" structure: US 264,  Year Built: 1995,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 20,000 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 40,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RUNYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130034,  Location: 1.5 MI.W.JCT.NC32 (Lat: 35.536183,  Lng: -76.975100),  Route carried "on" structure: US 264,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 36,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BROAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 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: June 2020

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Structure Number: 130041,  Location: 2.5 MI N. JCT US264 (Lat: 35.585775,  Lng: -77.067308),  Route carried "on" structure: US 17,  Year Built: 2013,  Status: Open,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 5,250 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHERRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: July 2020,  Underwater Inspection Date: Febuary 2022,  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: 13005,  Location: 5.7 MI N. JCT. US264 (Lat: 35.631411,  Lng: -77.063131),  Route carried "on" structure: US 17,  Year Built: 2013,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 7,300 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,600 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: OLD FORD SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 130078,  Location: 0.3 MI.E.JCT.BROWN STREET (Lat: 35.537358,  Lng: -77.043986),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 3,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,200 (year 2040),  Design Load: HS 20,  Features Intersected: JACKS CREEK,  Facility Carried by Structure: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.5m (34.4ft)

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: 23.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: 13008,  Location: 200' N. JCT. PARK RD (Lat: 35.541400,  Lng: -77.045681),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 600 (year 1991),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 20,  Features Intersected: JACKS CREEK,  Facility Carried by Structure: BROWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.0 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: 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: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130084,  Location: 0.1 MI N. JCT. SR1414 (Lat: 35.654733,  Lng: -77.094489),  Route carried "on" structure: State highway 1410,  Year Built: 2008,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 850 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,700 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LATHAM CREEK
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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130101,  Location: 0.1 MI W. JCT. SR1517 (Lat: 35.576592,  Lng: -77.017419),  Route carried "on" structure: State highway 1518,  Year Built: 2017,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 650 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HL 93,  Features Intersected: HERRING RUN
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: 14.9m (48.9ft),  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: 49.8 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 130112,  Location: 1.8 MI S JCT SR 1520 (Lat: 35.536083,  Lng: -76.944506),  Route carried "on" structure: State highway 1523,  Year Built: 1972,  Status: Posted for load,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 520 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,040 (year 2040),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 130297,  Location: 0.3MI.E.JCT.SR1522 (Lat: 35.560303,  Lng: -76.950036),  Route carried "on" structure: State highway 1520,  Year Built: 2014,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 600 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HL 93,  Features Intersected: HALL 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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  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: Satisfactory,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 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,  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: 130311,  Location: 0.3 MI E. OF JCT SR1506 (Lat: 35.554442,  Lng: -77.021333),  Route carried "on" structure: State highway 1501,  Year Built: 1929,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 8,200 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,400 (year 2040),  Design Load: HS 20,  Features Intersected: HERRING RUN
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: 12.4m (40.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130319,  Location: 0.5 MI. N. JCT. US264 (Lat: 35.567042,  Lng: -77.066831),  Route carried "on" structure: State highway 1404,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  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: BRANCH CHERRY RUN
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: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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

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Structure Number: 130323,  Location: 0.4 MI.W. JCT. SR1410 (Lat: 35.605047,  Lng: -77.140942),  Route carried "on" structure: US 264,  Year Built: 1986,  Status: Open,  Structure Length: 10.02m (32.87ft),  Average Daily Traffic: 9,750 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 19,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRANTERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: July 2020,  Underwater Inspection Date: May 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13033,  Location: .4 MI. S. JCT. SR1123 (Lat: 35.497142,  Lng: -77.044150),  Route carried "on" structure: State highway 1199,  Year Built: 2000,  Status: Open,  Structure Length: 6.91m (22.67ft),  Average Daily Traffic: 500 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SILAS CREEK
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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13034,  Location: 2.7 MI. N. OF JCT.NC33 (Lat: 35.539058,  Lng: -77.064536),  Route carried "on" structure: US 17,  Year Built: 1928,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 13,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 15,  Features Intersected: DIRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 45,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130342,  Location: 0.5 MI. E. JCT.SR1409 (Lat: 35.599219,  Lng: -77.112081),  Route carried "on" structure: US 264,  Year Built: 1962,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 19,000 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 38,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MAPLE BRANCH
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.5 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020

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Structure Number: 130352,  Location: .2 MI.S. OF JCT.US17 BUS. (Lat: 35.567419,  Lng: -77.068086),  Route carried "on" structure: Bypass US 17,  Year Built: 2010,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,400 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DITCH OFF CHERRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 130354,  Location: 0.7 MI.S.OF JCT.US17 BUS. (Lat: 35.562219,  Lng: -77.073419),  Route carried "on" structure: Bypass US 17,  Year Built: 2010,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 3,200 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US264
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.548,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 130355,  Location: 0.7 MI.S.OF JCT.US17 BUS. (Lat: 35.562378,  Lng: -77.073564),  Route carried "on" structure: Bypass US 17,  Year Built: 2010,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 3,200 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US264
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.548,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 130356,  Location: 0.2 MI.S.JCT.US17 BUS. (Lat: 35.565286,  Lng: -77.070269),  Route carried "on" structure: Bypass US 17,  Year Built: 2010,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 3,200 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1306
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.864,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 30.1m (98.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 130357,  Location: 0.2 MI.S.JCT.US17 BUS (Lat: 35.565422,  Lng: -77.070442),  Route carried "on" structure: Bypass US 17,  Year Built: 2010,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 2,700 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1306(W 15TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.864,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 130358,  Location: 2.5 MI. N. OF JCT. US264 (Lat: 35.585956,  Lng: -77.070833),  Route carried "on" structure: US 17,  Year Built: 2013,  Status: Open,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 4,900 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHERRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  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: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 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,  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: July 2020,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 130359,  Location: 0.1 MI. S. NC171 (Lat: 35.631403,  Lng: -77.063233),  Route carried "on" structure: US 17,  Year Built: 2012,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 8,200 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLD FORD SWAMP
Minimum Vertical Clearance: 30.44m (99.87ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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,  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: July 2020,  Underwater Inspection Date: Febuary 2022,  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: 1470091,  Location: 0.7MI E JCT SR 1564 (Lat: 35.605978,  Lng: -77.144364),  Route carried "on" structure: US 264,  Year Built: 1992,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 9,750 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 19,500 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: TRANTERS CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1470434,  Location: 0.7 MI. E. JCT. SR1564 (Lat: 35.605819,  Lng: -77.144414),  Route carried "on" structure: US 264,  Year Built: 1986,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 9,750 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 19,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRANTERS CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  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: 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: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130354,  Location: 0.7 MI.S.OF JCT.US17 BUS. (Lat: 35.562219,  Lng: -77.073419),  Route carried "under" structure: US 264,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: US17N.BYP
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)

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Structure Number: 130354,  Location: 0.7 MI.S.OF JCT.US17 BUS. (Lat: 35.562219,  Lng: -77.073419),  Route carried "under" structure: US 264,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: US17N.BYP
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)

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Structure Number: 130355,  Location: 0.7 MI.S.OF JCT.US17 BUS. (Lat: 35.562378,  Lng: -77.073564),  Route carried "under" structure: US 264,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: US17S.BYP
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)

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Structure Number: 130355,  Location: 0.7 MI.S.OF JCT.US17 BUS. (Lat: 35.562378,  Lng: -77.073564),  Route carried "under" structure: US 264,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: US17S.BYP
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)

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Structure Number: 130356,  Location: 0.2 MI.S.JCT.US17 BUS. (Lat: 35.565286,  Lng: -77.070269),  Route carried "under" structure: State highway 1306,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 6%,  Features Intersected: US17N.BYP
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 130357,  Location: 0.2 MI.S.JCT.US17 BUS (Lat: 35.565422,  Lng: -77.070442),  Route carried "under" structure: State highway 1306,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2013),  Truck Traffic: 6%,  Features Intersected: US17S BYPASS
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)