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

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Structure Number: 510013,  Location: 0.6 MI. N. JCT. US 301 (Lat: 35.123183,  Lng: -78.754133),  Route carried "on" structure: State highway 295,  Year Built: 2005,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 10,750 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510062,  Location: 0.7 MI. S. JCT. US301 (Lat: 35.093419,  Lng: -78.772133),  Route carried "on" structure: State highway 1828,  Year Built: 1983,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,800 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BAKERS 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: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021

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Structure Number: 510082,  Location: 0.1 MI S. OF JCT SR2818 (Lat: 35.075647,  Lng: -78.834964),  Route carried "on" structure: State highway 1728,  Year Built: 1994,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 1,800 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LOCKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 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 2021

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Structure Number: 510087,  Location: .4 MI.E. OF JCT.SR1721 (Lat: 35.111958,  Lng: -78.790914),  Route carried "on" structure: State highway 1722,  Year Built: 2017,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,300 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,600 (year 2025),  Design Load: HL 93,  Features Intersected: GUM LOG CANAL
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: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.0 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 510088,  Location: 0.1MI. W. JCT. SR1725 (Lat: 35.117367,  Lng: -78.810325),  Route carried "on" structure: State highway 1722,  Year Built: 1983,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 740 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,480 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLAT SWAMP DITCH
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: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: 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: October 2021,  Underwater Inspection Date: October 2021

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Structure Number: 510089,  Location: 0.1 MI.N.JCT SR1721 (Lat: 35.127500,  Lng: -78.797444),  Route carried "on" structure: State highway 1720,  Year Built: 1985,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 140 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 280 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: GUM LOG CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 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: Fair,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020

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Structure Number: 510094,  Location: 60 FT.W.JCT.SR1719 (Lat: 35.141781,  Lng: -78.813894),  Route carried "on" structure: State highway 1720,  Year Built: 1993,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021

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Structure Number: 510127,  Location: 0.2 MI.N. JCT.SR1838 (Lat: 35.076572,  Lng: -78.814667),  Route carried "on" structure: State highway 1725,  Year Built: 1957,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 15,  Features Intersected: I95BUS,US301
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.6m (57.7ft),  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: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 510129,  Location: 0.5 MI.S. JCT. I-95S (Lat: 35.087661,  Lng: -78.790450),  Route carried "on" structure: Business Interstate 95,  Year Built: 2019,  Status: Open,  Structure Length: 3.01m (9.88ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,000 (year 2040),  Design Load: HL 93,  Features Intersected: US301
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 73.4 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,  Underclear: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 51013,  Location: 0.5 MI S. OF JCT I95-S (Lat: 35.087875,  Lng: -78.790294),  Route carried "on" structure: Business Interstate 95,  Year Built: 2020,  Status: Open,  Structure Length: 3.01m (9.88ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,000 (year 2040),  Design Load: HL 93,  Features Intersected: US301
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 73.4 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,  Underclear: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 510142,  Location: 0.4 MI. N. OF JCT. US301 (Lat: 35.088742,  Lng: -78.782961),  Route carried "on" structure: Business Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 12.49m (40.98ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 510147,  Location: 0.4 MI.E.JCT.SR1838 (Lat: 35.082728,  Lng: -78.786558),  Route carried "on" structure: State highway 1832,  Year Built: 1979,  Status: Open,  Structure Length: 7.95m (26.08ft),  Average Daily Traffic: 4,700 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 51019,  Location: 0.3 MI.W. OF JCT.SR1728 (Lat: 35.088961,  Lng: -78.827244),  Route carried "on" structure: State highway 1730,  Year Built: 1999,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 340 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 680 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GUM LOG CANAL
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),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 510212,  Location: .1 MI.N.JCT.SR1835 (Lat: 35.080556,  Lng: -78.795769),  Route carried "on" structure: State highway 1838,  Year Built: 2010,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REESE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 24.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 510242,  Location: 100' S. OF JCT.SR1797 (Lat: 35.099294,  Lng: -78.809708),  Route carried "on" structure: State highway 1725,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 340 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 680 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GUM LOG CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 510243,  Location: 0.1 MI. N. JCT. US30 (Lat: 35.078661,  Lng: -78.815006),  Route carried "on" structure: State highway 1725,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 900 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LOCKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 510248,  Location: 0.6 MI N. JCT. SR1725 (Lat: 35.081219,  Lng: -78.805986),  Route carried "on" structure: Business Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,900 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 19,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REESE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

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: October 2021

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Structure Number: 510303,  Location: .3 MI. S. OF JCT. US13 (Lat: 35.119689,  Lng: -78.757775),  Route carried "on" structure: State highway 1933,  Year Built: 2001,  Status: Open,  Structure Length: 18.07m (59.28ft),  Average Daily Traffic: 1,400 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-95, I-95S.RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510331,  Location: 1 MI. N. SR1714 (Lat: 35.144206,  Lng: -78.808586),  Route carried "on" structure: Interstate 295,  Year Built: 2003,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 10,750 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 21,500 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR1719
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.570,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 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: 510332,  Location: 1 MI.N. JCT. SR1714 (Lat: 35.144061,  Lng: -78.808872),  Route carried "on" structure: Interstate 295,  Year Built: 2003,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 10,750 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 21,500 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR1719
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.570,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 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: 510333,  Location: 2 MI. S. JCT. I-95 (Lat: 35.137142,  Lng: -78.786006),  Route carried "on" structure: State highway 295,  Year Built: 2003,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR1721
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510334,  Location: 2 MI. S. OF JCT. I-95 (Lat: 35.136978,  Lng: -78.786131),  Route carried "on" structure: State highway 295,  Year Built: 2003,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR1721
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510335,  Location: 1.3 MI. S. OF JCT. I-95 (Lat: 35.132772,  Lng: -78.776531),  Route carried "on" structure: State highway 295,  Year Built: 2003,  Status: Open,  Structure Length: 5.02m (16.47ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.180,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.0m (160.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510336,  Location: 1.3 MI. S. OF JCT. I-95 (Lat: 35.132639,  Lng: -78.776706),  Route carried "on" structure: State highway 295,  Year Built: 2003,  Status: Open,  Structure Length: 5.02m (16.47ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.0m (160.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510339,  Location: 0.4 MI. S. JCT. SR1863 (Lat: 35.125256,  Lng: -78.760217),  Route carried "on" structure: State highway 295,  Year Built: 2005,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 9,200 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,400 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US301
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.515,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 95),  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 51034,  Location: 0.4 MI. S. JCT. SR1863 (Lat: 35.125106,  Lng: -78.760372),  Route carried "on" structure: State highway 295,  Year Built: 2005,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US301
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.515,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510341,  Location: 0.1 MI.S. OF JCT.I95 (Lat: 35.124850,  Lng: -78.760611),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2005,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 3,000 (year 2015),  Truck Traffic: 23%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US301
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.515,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

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: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510342,  Location: 0.2MI. S. OF JCT.SR1933 (Lat: 35.123317,  Lng: -78.753989),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2005,  Status: Open,  Structure Length: 25.51m (83.69ft),  Average Daily Traffic: 28,500 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 57,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I95N,US13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.648,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510344,  Location: 0.2 MI. S. OF JCT. SR1933 (Lat: 35.123006,  Lng: -78.754319),  Route carried "on" structure: US 13,  Year Built: 2005,  Status: Open,  Structure Length: 7.43m (24.38ft),  Average Daily Traffic: 7,250 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.637,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 13),  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510013,  Location: 0.6 MI. N. JCT. US 301 (Lat: 35.123183,  Lng: -78.754133),  Route carried "under" structure: Interstate 95,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: NC295 WBL
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 17.648,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 510013,  Location: 0.6 MI. N. JCT. US 301 (Lat: 35.123183,  Lng: -78.754133),  Route carried "under" structure: Interstate 95,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: NC295 WBL
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 17.648,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 510013,  Location: 0.6 MI. N. JCT. US 301 (Lat: 35.123183,  Lng: -78.754133),  Route carried "under" structure: Ramp Interstate 295,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 7,250 (year 2018),  Truck Traffic: 23%,  Features Intersected: NC295 WBL
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 510127,  Location: 0.2 MI.N. JCT.SR1838 (Lat: 35.076572,  Lng: -78.814667),  Route carried "under" structure: Business Interstate 95,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 4,950 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR1725
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 510127,  Location: 0.2 MI.N. JCT.SR1838 (Lat: 35.076572,  Lng: -78.814667),  Route carried "under" structure: Business Interstate 95,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 4,950 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR1725
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 510129,  Location: 0.5 MI.S. JCT. I-95S (Lat: 35.087661,  Lng: -78.790450),  Route carried "under" structure: US 301,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: I-95N.BUS.NBL
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Slab,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 51013,  Location: 0.5 MI S. OF JCT I95-S (Lat: 35.087875,  Lng: -78.790294),  Route carried "under" structure: US 301,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: I95S, BUS.SBL
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Slab,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 510142,  Location: 0.4 MI. N. OF JCT. US301 (Lat: 35.088742,  Lng: -78.782961),  Route carried "under" structure: Bypass Interstate 95,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: I95 BUS. LOOP
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 16.764,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 510142,  Location: 0.4 MI. N. OF JCT. US301 (Lat: 35.088742,  Lng: -78.782961),  Route carried "under" structure: Bypass Interstate 95,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: I95 BUS. LOOP
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 16.764,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 510147,  Location: 0.4 MI.E.JCT.SR1838 (Lat: 35.082728,  Lng: -78.786558),  Route carried "under" structure: Bypass Interstate 95,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1832
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 16.611,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 510147,  Location: 0.4 MI.E.JCT.SR1838 (Lat: 35.082728,  Lng: -78.786558),  Route carried "under" structure: Bypass Interstate 95,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1832
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 16.611,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 510303,  Location: .3 MI. S. OF JCT. US13 (Lat: 35.119689,  Lng: -78.757775),  Route carried "under" structure: Interstate 95,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1933
Minimum Vertical Clearance: 8.16m (26.77ft),  Kilometerpoint: 17.526,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 510303,  Location: .3 MI. S. OF JCT. US13 (Lat: 35.119689,  Lng: -78.757775),  Route carried "under" structure: Interstate 95,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1933
Minimum Vertical Clearance: 10.57m (34.68ft),  Kilometerpoint: 17.526,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 510303,  Location: .3 MI. S. OF JCT. US13 (Lat: 35.119689,  Lng: -78.757775),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1933
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 17.526,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 510331,  Location: 1 MI. N. SR1714 (Lat: 35.144206,  Lng: -78.808586),  Route carried "under" structure: State highway 1719,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 6%,  Features Intersected: I295S, NC295S
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 510332,  Location: 1 MI.N. JCT. SR1714 (Lat: 35.144061,  Lng: -78.808872),  Route carried "under" structure: State highway 1719,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 6%,  Features Intersected: NC295 NBL
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 510333,  Location: 2 MI. S. JCT. I-95 (Lat: 35.137142,  Lng: -78.786006),  Route carried "under" structure: State highway 1721,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 490 (year 2016),  Truck Traffic: 6%,  Features Intersected: NC295 SBL
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 510334,  Location: 2 MI. S. OF JCT. I-95 (Lat: 35.136978,  Lng: -78.786131),  Route carried "under" structure: State highway 1721,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 490 (year 2016),  Truck Traffic: 6%,  Features Intersected: NC295 NBL
Minimum Vertical Clearance: 4.53m (14.86ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 510339,  Location: 0.4 MI. S. JCT. SR1863 (Lat: 35.125256,  Lng: -78.760217),  Route carried "under" structure: US 301,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 2,200 (year 2016),  Truck Traffic: 8%,  Features Intersected: NC295S
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 10.515,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 51034,  Location: 0.4 MI. S. JCT. SR1863 (Lat: 35.125106,  Lng: -78.760372),  Route carried "under" structure: Alternate US 301,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 2,200 (year 2016),  Truck Traffic: 8%,  Features Intersected: NC295 NBL
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 10.515,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 510341,  Location: 0.1 MI.S. OF JCT.I95 (Lat: 35.124850,  Lng: -78.760611),  Route carried "under" structure: US 301,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2018),  Truck Traffic: 8%,  Features Intersected: I-295 RAMP
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 10.515,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 510342,  Location: 0.2MI. S. OF JCT.SR1933 (Lat: 35.123317,  Lng: -78.753989),  Route carried "under" structure: US 13,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 7,250 (year 2018),  Truck Traffic: 8%,  Features Intersected: I95N.RMP.
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 510342,  Location: 0.2MI. S. OF JCT.SR1933 (Lat: 35.123317,  Lng: -78.753989),  Route carried "under" structure: Interstate 95,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: I95N.RMP.
Minimum Vertical Clearance: 13.00m (42.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 510342,  Location: 0.2MI. S. OF JCT.SR1933 (Lat: 35.123317,  Lng: -78.753989),  Route carried "under" structure: US 13,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 7,250 (year 2018),  Truck Traffic: 8%,  Features Intersected: I95N.RMP.
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 510342,  Location: 0.2MI. S. OF JCT.SR1933 (Lat: 35.123317,  Lng: -78.753989),  Route carried "under" structure: Interstate 95,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: I95N.RMP.
Minimum Vertical Clearance: 14.85m (48.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 510344,  Location: 0.2 MI. S. OF JCT. SR1933 (Lat: 35.123006,  Lng: -78.754319),  Route carried "under" structure: Interstate 95,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: US13N
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 17.648,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 510344,  Location: 0.2 MI. S. OF JCT. SR1933 (Lat: 35.123006,  Lng: -78.754319),  Route carried "under" structure: Interstate 95,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: US13N
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 17.648,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)