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

Find on map >>   Show street view

Structure Number: 157014,  Location: 0.8 MI. S. JCT. US311 (Lat: 36.374553,  Lng: -79.992428),  Route carried "on" structure: State highway 1138,  Year Built: 1957,  Status: Posted for load,  Structure Length: 12.49m (40.98ft),  Average Daily Traffic: 850 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,700 (year 2040),  Design Load: H 15,  Features Intersected: DAN RIVER
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1570146,  Location: 0.1 M. W. JCT. GEORGE ST. (Lat: 36.371033,  Lng: -79.677556),  Route carried "on" structure: State highway 1998,  Year Built: 2015,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 2,300 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,600 (year 2040),  Design Load: HL 93,  Features Intersected: US29 BUS, US158,  Facility Carried by Structure: WENTWORTH ST.
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: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1570148,  Location: 0.4 MI. N. JCT. SR2545 (Lat: 36.376383,  Lng: -79.656081),  Route carried "on" structure: State highway 2549,  Year Built: 1979,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 850 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US158 & NC14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: Satisfactory,  Superstructure: Satisfactory,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 157015,  Location: 0.6 MI. N. JCT.SR2209 (Lat: 36.446925,  Lng: -79.930800),  Route carried "on" structure: Bypass US 220,  Year Built: 2014,  Status: Open,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 7,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HL 93,  Features Intersected: US220 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 20),  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1570151,  Location: 1.6 MI. E. JCT. NC87 (Lat: 36.360136,  Lng: -79.627397),  Route carried "on" structure: US 158,  Year Built: 1968,  Status: Temporarily open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 22,000 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 44,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.543,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 58),  Owner: State Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1570186,  Location: 0.2 MI.N.JCT.US29BUS (Lat: 36.369075,  Lng: -79.683475),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 1,000 (year 1981),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF ISLAND CREEK,  Facility Carried by Structure: MOSS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  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

Find on map >>   Show street view

Structure Number: 1570218,  Location: 0.3 MI. S. JCT. SR1925 (Lat: 36.442289,  Lng: -79.621167),  Route carried "on" structure: State highway 1928,  Year Built: 2014,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 100 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HL 93,  Features Intersected: QUAQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: 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: April 2021

Find on map >>   Show street view

Structure Number: 1570238,  Location: 0.4 MI.W.JCT. US29 BUS. (Lat: 36.371669,  Lng: -79.683656),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1922,  Status: Posted for load,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 2,300 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,600 (year 2040),  Design Load: HS 20,  Features Intersected: S. PRONG TERRY'S CREEK,  Facility Carried by Structure: WENTWORTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1570239,  Location: 0.5 MI. W. JCT. US29 BUS. (Lat: 36.372281,  Lng: -79.685722),  Route carried "on" structure: State highway 1998,  Year Built: 1910,  Year Reconstructed: 1922,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 1,600 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: H 15,  Features Intersected: WOLF ISLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1570255,  Location: 100 FT. W. JCT. NC14 (Lat: 36.395392,  Lng: -79.671225),  Route carried "on" structure: State highway 2037,  Year Built: 2003,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 650 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CARROLL CREEK
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: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.1 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: March 2020

Find on map >>   Show street view

Structure Number: 1570271,  Location: 0.5 MI. E. JCT. NC135 (Lat: 36.469097,  Lng: -79.791275),  Route carried "on" structure: US 311,  Year Built: 1970,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 5,700 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 11),  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1570279,  Location: 0.4 MI.E. JCT. SR2670 (Lat: 36.344147,  Lng: -79.657747),  Route carried "on" structure: State highway 2686,  Year Built: 1971,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 4,300 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 157028,  Location: 0.3 MI. N. JCT. SR2507 (Lat: 36.331117,  Lng: -79.665492),  Route carried "on" structure: State highway 2670,  Year Built: 1920,  Year Reconstructed: 1935,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,100 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,200 (year 2040),  Design Load: HS 15,  Features Intersected: LITTLE TROUBLESOME 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,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1570282,  Location: 1.1 MI. N. JCT. US29B (Lat: 36.397528,  Lng: -79.659542),  Route carried "on" structure: State highway 1982,  Year Built: 1982,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 980 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,960 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRANCH WOLF ISLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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

Find on map >>   Show street view

Structure Number: 1570283,  Location: 1.0 MI.E. JCT. US29 BUS. (Lat: 36.342953,  Lng: -79.677519),  Route carried "on" structure: State highway 2686,  Year Built: 2018,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,000 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HL 93,  Features Intersected: LITTLE TROUBLESOME CRK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 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: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

Find on map >>   Show street view

Structure Number: 1570287,  Location: 0.4 MI. N. JCT. SR2663 (Lat: 36.337225,  Lng: -79.672469),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,800 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE TROUBLESOME CREEK,  Facility Carried by Structure: SOUTH PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  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: Fair,  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

Find on map >>   Show street view

Structure Number: 157029,  Location: 0.9 MI. S. JCT. NC87 (Lat: 36.298356,  Lng: -79.641039),  Route carried "on" structure: US 29,  Year Built: 1968,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 25,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 50,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE TROUBLESOME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.171,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 29),  Owner: State Highway Agency,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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

Find on map >>   Show street view

Structure Number: 1570291,  Location: 1.6 MI. N. JCT. US158 (Lat: 36.381394,  Lng: -79.611183),  Route carried "on" structure: Bypass US 29,  Year Built: 1968,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 14,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 28,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LICK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.122,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 29),  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

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

Find on map >>   Show street view

Structure Number: 1570296,  Location: 0.5 MI.S.JCT.VANCE ST. (Lat: 36.344144,  Lng: -79.688011),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 100 (year 1990),  Truck Traffic: 7%,  Average Future Daily Traffic: 300 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE TROUBLESOME CREEK,  Facility Carried by Structure: SHERWOOD DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 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,  Inspection Date: March 2020

Find on map >>   Show street view

Structure Number: 1570297,  Location: 0.3 MI. N. JCT. SR2037 (Lat: 36.398714,  Lng: -79.674300),  Route carried "on" structure: State highway 14,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 21,500 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 43,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CARROLL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 14),  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: 1570298,  Location: 0.2 MI. N. JCT. US29 BUS. (Lat: 36.263464,  Lng: -79.649219),  Route carried "on" structure: US 29,  Year Built: 1968,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 28,500 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 57,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.196,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 29),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 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: March 2021

Find on map >>   Show street view

Structure Number: 1570301,  Location: 0.5 MI. N. JCT. NC704 (Lat: 36.384228,  Lng: -79.941331),  Route carried "on" structure: Bypass US 220,  Year Built: 1994,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 10,750 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 20),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: 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: August 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1570302,  Location: 0.18 MI. N. JCT. US29 (Lat: 36.311689,  Lng: -79.648433),  Route carried "on" structure: State highway 87,  Year Built: 1999,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE TROUBLESOME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 87),  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1570303,  Location: 0.1 MI. N. JCT. US29 (Lat: 36.311642,  Lng: -79.646819),  Route carried "on" structure: State highway 87,  Year Built: 1999,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1570304,  Location: 0.8 MI. N. JCT. SR2817 (Lat: 36.311653,  Lng: -79.645158),  Route carried "on" structure: State highway 87,  Year Built: 1999,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1570311,  Location: 0.5 MI. N. JCT. SR2525 (Lat: 36.358014,  Lng: -79.689556),  Route carried "on" structure: US 29,  Year Built: 2015,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HL 93,  Features Intersected: NC65, NC87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 29),  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1570001,  Location: 0.18 MI. N. JCT. SR2594 (Lat: 36.327122,  Lng: -79.643053),  Route carried "under" structure: Bypass US 29,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 12%,  Features Intersected: SR2817
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>   Show street view

Structure Number: 1570001,  Location: 0.18 MI. N. JCT. SR2594 (Lat: 36.327122,  Lng: -79.643053),  Route carried "under" structure: Bypass US 29,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 12%,  Features Intersected: SR2817
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>   Show street view

Structure Number: 1570023,  Location: 1 MI. NORTH JCT. SR2627 (Lat: 36.261156,  Lng: -79.651786),  Route carried "under" structure: Bypass US 29,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 14,250 (year 2018),  Truck Traffic: 14%,  Features Intersected: US29 BUS.
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 44.287,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

Find on map >>   Show street view

Structure Number: 1570023,  Location: 1 MI. NORTH JCT. SR2627 (Lat: 36.261156,  Lng: -79.651786),  Route carried "under" structure: Bypass US 29,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 14,250 (year 2018),  Truck Traffic: 14%,  Features Intersected: US29 BUS.
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 44.287,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

Find on map >>   Show street view

Structure Number: 1570056,  Location: 0.8 MI. N. JCT. SR1998 (Lat: 36.378781,  Lng: -79.667411),  Route carried "under" structure: Business US 29,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 12%,  Features Intersected: SR2670
Minimum Vertical Clearance: 6.52m (21.39ft),  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: 30.4m (99.7ft)

Find on map >>   Show street view

Structure Number: 1570056,  Location: 0.8 MI. N. JCT. SR1998 (Lat: 36.378781,  Lng: -79.667411),  Route carried "under" structure: US 29,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 12%,  Features Intersected: SR2670
Minimum Vertical Clearance: 5.57m (18.27ft),  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: 30.4m (99.7ft)

Find on map >>   Show street view

Structure Number: 1570065,  Location: 1.6 MI.S.JCT. NC65 & NC87 (Lat: 36.334117,  Lng: -79.692711),  Route carried "under" structure: US 29,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 12%,  Features Intersected: US158
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>   Show street view

Structure Number: 1570065,  Location: 1.6 MI.S.JCT. NC65 & NC87 (Lat: 36.334117,  Lng: -79.692711),  Route carried "under" structure: US 29,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 12%,  Features Intersected: US158
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>   Show street view

Structure Number: 1570116,  Location: 50 FT. E. JCT. SR2683 (Lat: 36.287283,  Lng: -79.640883),  Route carried "under" structure: Bypass US 29,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR2600
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 1570116,  Location: 50 FT. E. JCT. SR2683 (Lat: 36.287283,  Lng: -79.640883),  Route carried "under" structure: Bypass US 29,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR2600
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 1570126,  Location: 1.9 MI. S. JCT. NC14 (Lat: 36.357933,  Lng: -79.689383),  Route carried "under" structure: State highway 65,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 4,550 (year 2019),  Truck Traffic: 12%,  Features Intersected: US158
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 30.7m (100.7ft)

Find on map >>   Show street view

Structure Number: 1570126,  Location: 1.9 MI. S. JCT. NC14 (Lat: 36.357933,  Lng: -79.689383),  Route carried "under" structure: State highway 65,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 4,550 (year 2019),  Truck Traffic: 12%,  Features Intersected: US158
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 30.7m (100.7ft)

Find on map >>   Show street view

Structure Number: 1570127,  Location: 0.6 MI. E. JCT. BARNES ST (Lat: 36.336147,  Lng: -79.641031),  Route carried "under" structure: US 29,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: DRUM ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 45.903,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

Find on map >>   Show street view

Structure Number: 1570127,  Location: 0.6 MI. E. JCT. BARNES ST (Lat: 36.336147,  Lng: -79.641031),  Route carried "under" structure: US 29,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: DRUM ROAD
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 45.903,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

Find on map >>   Show street view

Structure Number: 1570146,  Location: 0.1 M. W. JCT. GEORGE ST. (Lat: 36.371033,  Lng: -79.677556),  Route carried "under" structure: Business US 29,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2014),  Truck Traffic: 12%,  Features Intersected: WENTWORTH ST.
Minimum Vertical Clearance: 5.45m (17.88ft),  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: 28.6m (93.8ft)

Find on map >>   Show street view

Structure Number: 1570146,  Location: 0.1 M. W. JCT. GEORGE ST. (Lat: 36.371033,  Lng: -79.677556),  Route carried "under" structure: Business US 29,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2014),  Truck Traffic: 12%,  Features Intersected: WENTWORTH ST.
Minimum Vertical Clearance: 5.11m (16.77ft),  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: 28.6m (93.8ft)

Find on map >>   Show street view

Structure Number: 1570148,  Location: 0.4 MI. N. JCT. SR2545 (Lat: 36.376383,  Lng: -79.656081),  Route carried "under" structure: US 158,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 12%,  Features Intersected: SR2549
Minimum Vertical Clearance: 7.51m (24.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

Find on map >>   Show street view

Structure Number: 1570151,  Location: 1.6 MI. E. JCT. NC87 (Lat: 36.360136,  Lng: -79.627397),  Route carried "under" structure: Bypass US 29,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: US158,NC14
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 46.543,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 1570151,  Location: 1.6 MI. E. JCT. NC87 (Lat: 36.360136,  Lng: -79.627397),  Route carried "under" structure: Bypass US 29,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 12%,  Features Intersected: US158,NC14
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 46.543,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 1570304,  Location: 0.8 MI. N. JCT. SR2817 (Lat: 36.311653,  Lng: -79.645158),  Route carried "under" structure: US 29,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 14%,  Features Intersected: NC87
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

Find on map >>   Show street view

Structure Number: 1570304,  Location: 0.8 MI. N. JCT. SR2817 (Lat: 36.311653,  Lng: -79.645158),  Route carried "under" structure: US 29,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 14%,  Features Intersected: NC87
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

Find on map >>   Show street view

Structure Number: 1570311,  Location: 0.5 MI. N. JCT. SR2525 (Lat: 36.358014,  Lng: -79.689556),  Route carried "under" structure: State highway 65,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,900 (year 2018),  Truck Traffic: 6%,  Features Intersected: US29BUS,US158,NC87
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

Find on map >>   Show street view

Structure Number: 1570311,  Location: 0.5 MI. N. JCT. SR2525 (Lat: 36.358014,  Lng: -79.689556),  Route carried "under" structure: State highway 65,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,900 (year 2018),  Truck Traffic: 6%,  Features Intersected: US29BUS,US158,NC87
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)