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

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Structure Number: 1831293,  Location: .1MI.W.JCT.NC540&US64 (Lat: 35.746828,  Lng: -78.894550),  Route carried "on" structure: State highway 1163,  Year Built: 2012,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 8,800 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,600 (year 2025),  Design Load: HL 93,  Features Intersected: US64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: 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: 70.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 1831294,  Location: 0.25 MI. E. JCT. SR1600 (Lat: 35.755078,  Lng: -78.891589),  Route carried "on" structure: State highway 1601,  Year Built: 2012,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 3,700 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,400 (year 2040),  Design Load: HL 93,  Features Intersected: NC540 TOLL
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 1831295,  Location: 0.55 MI. E. JCT SR1600 (Lat: 35.766906,  Lng: -78.886808),  Route carried "on" structure: State highway 1608,  Year Built: 2012,  Status: Open,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 2,300 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,600 (year 2040),  Design Load: HL 93,  Features Intersected: NC540
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: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 1831318,  Location: 0.4MI.WESTJCT.NC55 (Lat: 35.747156,  Lng: -78.878958),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 1,301 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,602 (year 2025),  Design Load: HS 20,  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: BEAVER COMMONS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft)

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

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Structure Number: 1831319,  Location: 0. MI.S.JCT. SR1162 (Lat: 35.718733,  Lng: -78.903297),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: HS 20,  Features Intersected: BR. OF BEAVER CREEK,  Facility Carried by Structure: EVANS ROAD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m

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

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Structure Number: 1831344,  Location: 0.2 MI. W. JCT. SR1306 (Lat: 35.740653,  Lng: -78.844519),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,000 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: APEX PEAKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 1831472,  Location: 0.16 MI.E.JCT.STEWART ST. (Lat: 35.602800,  Lng: -78.786092),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 21,000 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TERRIBLE CREEK,  Facility Carried by Structure: JUDD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.3 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,  Inspection Date: March 2022

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Structure Number: 1831477,  Location: 200' N. SALEM VILLAGE DR (Lat: 35.711608,  Lng: -78.869519),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BIG BRANCH,  Facility Carried by Structure: FLINT VALLEY LN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft)

Condition: Channel: Good,  Culverts: Very 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: 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: March 2020

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Structure Number: 1831479,  Location: 0.2 MI W. JCT. SR1153 (Lat: 35.715044,  Lng: -78.863064),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 3,600 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,200 (year 2040),  Design Load: HS 20,  Features Intersected: BIG BRANCH,  Facility Carried by Structure: APEX PEAKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft)

Condition: Channel: Good,  Culverts: Very 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: 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: March 2020

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Structure Number: 1831496,  Location: INT. CABARRUS/MCDOWELL ST (Lat: 35.774289,  Lng: -78.642061),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 18,000 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 36,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CONVENTION CENTER,  Facility Carried by Structure: S.MCDOWELL ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1831498,  Location: 0.25 MI. NORTH OF SR1160 (Lat: 35.742200,  Lng: -78.892100),  Route carried "on" structure: ServiceState highway 540,  Year Built: 2013,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 20,001 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 40,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.986,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 40),  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 3 degrees,  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: 57.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 1831565,  Location: 0.12 MI. W. JCT. SR1647 (Lat: 35.901644,  Lng: -78.739197),  Route carried "on" structure: State highway 1837,  Year Built: 2019,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 13,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HL 93,  Features Intersected: QUARRY DIRT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.1 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,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1831567,  Location: 250' W. JCT. QUEEN CITY (Lat: 35.748600,  Lng: -78.886800),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: REEDYBROOK CRSG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1831569,  Location: .15MI.E.JCT.DINSORETTE LN (Lat: 35.692500,  Lng: -78.825200),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: COLBY CHASE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft)

Condition: Channel: Good,  Culverts: Very 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: 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: March 2022

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Structure Number: 183001,  Location: @ JCT. NC55 & US64 (Lat: 35.748222,  Lng: -78.875408),  Route carried "under" structure: US 640,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2013),  Truck Traffic: 12%,  Features Intersected: NC55,  Facility Carried by Structure: US64E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 183001,  Location: @ JCT. NC55 & US64 (Lat: 35.748222,  Lng: -78.875408),  Route carried "under" structure: US 64,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2013),  Truck Traffic: 12%,  Features Intersected: NC55
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 1830017,  Location: 1.4 MI. E. JCT. NC55 (Lat: 35.749658,  Lng: -78.851233),  Route carried "under" structure: State highway 1613,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 7,750 (year 2019),  Truck Traffic: 6%,  Features Intersected: US64E
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 1830017,  Location: 1.4 MI. E. JCT. NC55 (Lat: 35.749658,  Lng: -78.851233),  Route carried "under" structure: State highway 1613,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 7,750 (year 2019),  Truck Traffic: 6%,  Features Intersected: US64E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 1830071,  Location: 1.13 MI. W. JCT. SR1010 (Lat: 35.714342,  Lng: -78.840172),  Route carried "under" structure: US 1,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2018),  Truck Traffic: 12%,  Features Intersected: NC55
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1830071,  Location: 1.13 MI. W. JCT. SR1010 (Lat: 35.714342,  Lng: -78.840172),  Route carried "under" structure: US 1,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2018),  Truck Traffic: 12%,  Features Intersected: NC55
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1830074,  Location: 0.16 MI W. JCT. SR1189 (Lat: 35.661556,  Lng: -78.944889),  Route carried "under" structure: US 1,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 19,250 (year 2019),  Truck Traffic: 14%,  Features Intersected: SR1134
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 1830074,  Location: 0.16 MI W. JCT. SR1189 (Lat: 35.661556,  Lng: -78.944889),  Route carried "under" structure: US 1,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 19,250 (year 2019),  Truck Traffic: 14%,  Features Intersected: SR1134
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 1830103,  Location: 0.1 MI. E. JCT. SR1149 (Lat: 35.668839,  Lng: -78.930517),  Route carried "under" structure: US 1,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 19,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1127
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 27.127,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 1830103,  Location: 0.1 MI. E. JCT. SR1149 (Lat: 35.668839,  Lng: -78.930517),  Route carried "under" structure: US 1,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 19,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1127
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 27.127,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 1830136,  Location: 1.6 MI. E. OF JCT. SR1011 (Lat: 35.703281,  Lng: -78.859136),  Route carried "under" structure: US 1,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR1153
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 1830136,  Location: 1.6 MI. E. OF JCT. SR1011 (Lat: 35.703281,  Lng: -78.859136),  Route carried "under" structure: US 1,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR1153
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 1830163,  Location: 0.3 MI. E. OF JCT. SR1306 (Lat: 35.723614,  Lng: -78.822969),  Route carried "under" structure: US 1,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 34,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1010 CENTER ST.
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 29.261,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 1830163,  Location: 0.3 MI. E. OF JCT. SR1306 (Lat: 35.723614,  Lng: -78.822969),  Route carried "under" structure: US 1,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 34,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1010 CENTER ST.
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 29.261,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 1830694,  Location: 0.05 MI. W. JCT. SR1613 (Lat: 35.749842,  Lng: -78.851169),  Route carried "under" structure: State highway 1613,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2019),  Truck Traffic: 6%,  Features Intersected: US64W.
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 1831211,  Location: 100 FT. N. JCT. SR1611 (Lat: 35.747442,  Lng: -78.885156),  Route carried "under" structure: US 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2017),  Truck Traffic: 12%,  Features Intersected: CREEKSIDE LANDING
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 1831211,  Location: 100 FT. N. JCT. SR1611 (Lat: 35.747442,  Lng: -78.885156),  Route carried "under" structure: US 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2017),  Truck Traffic: 12%,  Features Intersected: CREEKSIDE LANDING
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 1831277,  Location: 1.2MI.S.INT SR1153 &NC540 (Lat: 35.664722,  Lng: -78.843611),  Route carried "under" structure: Bypass State highway 55,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 N&SBL
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 1831277,  Location: 1.2MI.S.INT SR1153 &NC540 (Lat: 35.664722,  Lng: -78.843611),  Route carried "under" structure: Bypass State highway 55,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 N&SBL
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 1831278,  Location: .8 MI.E. JCT. US1 (Lat: 35.688889,  Lng: -78.861389),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 8,750 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1153
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 1831278,  Location: .8 MI.E. JCT. US1 (Lat: 35.688889,  Lng: -78.861389),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 8,750 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1153
Minimum Vertical Clearance: 6.85m (22.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 1831279,  Location: .1MI. S OF US1 (Lat: 35.697972,  Lng: -78.869861),  Route carried "under" structure: Ramp US 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 9,625 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 NBL
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 183128,  Location: .1MI. S. OF US1 (Lat: 35.697972,  Lng: -78.869861),  Route carried "under" structure: Ramp US 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 9,625 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 SBL
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 1831281,  Location: .8MI.N OF OLD HOLLY RD (Lat: 35.697250,  Lng: -78.871500),  Route carried "under" structure: Ramp US 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 11,333 (year 2018),  Truck Traffic: 12%,  Features Intersected: NC540N
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1831281,  Location: .8MI.N OF OLD HOLLY RD (Lat: 35.697250,  Lng: -78.871500),  Route carried "under" structure: US 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2018),  Truck Traffic: 12%,  Features Intersected: NC540N
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 89.307,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1831281,  Location: .8MI.N OF OLD HOLLY RD (Lat: 35.697250,  Lng: -78.871500),  Route carried "under" structure: US 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2018),  Truck Traffic: 12%,  Features Intersected: NC540N
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 89.307,  Lanes on structure: 4,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1831282,  Location: .1 MILE N. OF US1 RAMP (Lat: 35.697250,  Lng: -78.871500),  Route carried "under" structure: Ramp US 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 9,625 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 SB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 89.307,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1831282,  Location: .1 MILE N. OF US1 RAMP (Lat: 35.697250,  Lng: -78.871500),  Route carried "under" structure: US 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 19,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 SB
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 89.307,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1831282,  Location: .1 MILE N. OF US1 RAMP (Lat: 35.697250,  Lng: -78.871500),  Route carried "under" structure: US 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 19,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 SB
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 89.307,  Lanes on structure: 5,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1831283,  Location: INTER OF US1 AND NC540 (Lat: 35.698067,  Lng: -78.869861),  Route carried "under" structure: Ramp US 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 9,625 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 ON RAMP NB
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 28.346,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 1831283,  Location: INTER OF US1 AND NC540 (Lat: 35.698067,  Lng: -78.869861),  Route carried "under" structure: US 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 19,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 ON RAMP NB
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 28.346,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 1831283,  Location: INTER OF US1 AND NC540 (Lat: 35.698067,  Lng: -78.869861),  Route carried "under" structure: US 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 19,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 ON RAMP NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 28.346,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 1831285,  Location: .1MI. E. OF SR1163 (Lat: 35.708892,  Lng: -78.880011),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR1011
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1831285,  Location: .1MI. E. OF SR1163 (Lat: 35.708892,  Lng: -78.880011),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR1011
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1831286,  Location: 0.2MI.E. JCT. SR1163 (Lat: 35.722358,  Lng: -78.886669),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1162
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 17.617,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 1831286,  Location: 0.2MI.E. JCT. SR1163 (Lat: 35.722358,  Lng: -78.886669),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1162
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 17.617,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 1831289,  Location: .2 MI. E JCT. SR1163 (Lat: 35.736439,  Lng: -78.892039),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1160
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 17.922,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 1831289,  Location: .2 MI. E JCT. SR1163 (Lat: 35.736439,  Lng: -78.892039),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1160
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 17.922,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 183129,  Location: .1MI S.NC540 & US64 (Lat: 35.742058,  Lng: -78.892069),  Route carried "under" structure: Ramp State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 7,625 (year 2019),  Truck Traffic: 12%,  Features Intersected: BEAVER CRK COMMONS
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 18.044,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 183129,  Location: .1MI S.NC540 & US64 (Lat: 35.742058,  Lng: -78.892069),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: BEAVER CRK COMMONS
Minimum Vertical Clearance: 8.15m (26.74ft),  Kilometerpoint: 18.044,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 183129,  Location: .1MI S.NC540 & US64 (Lat: 35.742058,  Lng: -78.892069),  Route carried "under" structure: Ramp State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 7,625 (year 2019),  Truck Traffic: 12%,  Features Intersected: BEAVER CRK COMMONS
Minimum Vertical Clearance: 8.73m (28.64ft),  Kilometerpoint: 18.044,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 183129,  Location: .1MI S.NC540 & US64 (Lat: 35.742058,  Lng: -78.892069),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,250 (year 2019),  Truck Traffic: 12%,  Features Intersected: BEAVER CRK COMMONS
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 18.044,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 1831291,  Location: 2.6 MI. S. OF SR1615 (Lat: 35.746883,  Lng: -78.892108),  Route carried "under" structure: US 64,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 SBL
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1831291,  Location: 2.6 MI. S. OF SR1615 (Lat: 35.746883,  Lng: -78.892108),  Route carried "under" structure: US 64,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 SBL
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1831292,  Location: 0.38 MILES S. OF SR1600 (Lat: 35.746917,  Lng: -78.891678),  Route carried "under" structure: US 64,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 N TOLL
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1831292,  Location: 0.38 MILES S. OF SR1600 (Lat: 35.746917,  Lng: -78.891678),  Route carried "under" structure: US 64,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: NC540 N TOLL
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1831293,  Location: .1MI.W.JCT.NC540&US64 (Lat: 35.746828,  Lng: -78.894550),  Route carried "under" structure: US 64,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1163
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1831293,  Location: .1MI.W.JCT.NC540&US64 (Lat: 35.746828,  Lng: -78.894550),  Route carried "under" structure: US 64,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1163
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1831294,  Location: 0.25 MI. E. JCT. SR1600 (Lat: 35.755078,  Lng: -78.891589),  Route carried "under" structure: ServiceState highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1601 JENKS ROAD
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 1831294,  Location: 0.25 MI. E. JCT. SR1600 (Lat: 35.755078,  Lng: -78.891589),  Route carried "under" structure: ServiceState highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1601 JENKS ROAD
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 1831295,  Location: 0.55 MI. E. JCT SR1600 (Lat: 35.766906,  Lng: -78.886808),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1608
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1831295,  Location: 0.55 MI. E. JCT SR1600 (Lat: 35.766906,  Lng: -78.886808),  Route carried "under" structure: State highway 540,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: SR1608
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)