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

Find on map >>   Show street view

Structure Number: 1190186,  Location: 0.5 MI. S. JCT. NC49 (Lat: 35.305292,  Lng: -80.707161),  Route carried "on" structure: State highway 2827,  Year Built: 1997,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 17,000 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,000 (year 2040),  Features Intersected: BACK 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1190187,  Location: 0.3 MI. W. JCT. SR3169 (Lat: 35.159725,  Lng: -80.736511),  Route carried "on" structure: US 74,  Year Built: 1952,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 25,500 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,000 (year 2040),  Design Load: H 15,  Features Intersected: UT TO MCALPINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1190188,  Location: 0.3 MI. W. JCT. SR3169 (Lat: 35.159833,  Lng: -80.736369),  Route carried "on" structure: US 74,  Year Built: 1952,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 22,500 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,000 (year 2040),  Design Load: H 15,  Features Intersected: MCALPINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 119019,  Location: 0.6 MI. S. JCT. NC73 (Lat: 35.445272,  Lng: -80.809231),  Route carried "on" structure: State highway 2428,  Year Built: 1987,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 1,600 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,200 (year 2040),  Features Intersected: RAMAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1190192,  Location: 0.65 MI. W.JCT.TUCKASEGEE (Lat: 35.254300,  Lng: -80.888897),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I85,  Facility Carried by Structure: GLENWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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: Equal to 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1190193,  Location: 0.3 MI. E. JCT. NC49 (Lat: 35.184739,  Lng: -80.887933),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 11,750 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,500 (year 2040),  Design Load: HS 15,  Features Intersected: I77,  Facility Carried by Structure: PRESSLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1190197,  Location: 0.2 MI. S. JCT. SR1122 (Lat: 35.097031,  Lng: -80.971900),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 175 (year 1979),  Truck Traffic: 7%,  Average Future Daily Traffic: 350 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WALKER BRANCH,  Facility Carried by Structure: SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  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: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.8 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: July 2020

Find on map >>   Show street view

Structure Number: 1190198,  Location: 0.3 MI. W. JCT. SR4223 (Lat: 35.149161,  Lng: -80.726225),  Route carried "on" structure: US 74,  Year Built: 1953,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 51,000 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 102,000 (year 2040),  Design Load: HS 15,  Features Intersected: IRVINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: Febuary 2021

Find on map >>   Show street view

Structure Number: 1190199,  Location: 0.8 MI. S. JCT. US29 (Lat: 35.295367,  Lng: -80.743992),  Route carried "on" structure: State highway 49,  Year Built: 1969,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 32,000 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 64,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 49),  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 23 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: Satisfactory,  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: September 2021

Find on map >>   Show street view

Structure Number: 11902,  Location: 0.1 MI.N.JCT.NC51 (Lat: 35.089836,  Lng: -80.853956),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 27,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MCMULLEN CREEK,  Facility Carried by Structure: JOHNSTON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1190201,  Location: 1.3 MI. W. JCT. SR3585 (Lat: 35.204617,  Lng: -80.809125),  Route carried "on" structure: State highway 3300,  Year Built: 1968,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 16,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRIAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1190202,  Location: 1.1 MI. E. JCT. NC49 (Lat: 35.197808,  Lng: -80.882633),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 20,000 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 40,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I77,  Facility Carried by Structure: CLANTON ROAD
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: 17.6m (57.7ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1190203,  Location: 0.6 MI. S. JCT. NC16 (Lat: 35.257381,  Lng: -80.885297),  Route carried "on" structure: Interstate 85,  Year Built: 1996,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 68,500 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 137,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.881,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1190204,  Location: 0.6 MI. S. JCT. NC16 (Lat: 35.257597,  Lng: -80.885442),  Route carried "on" structure: Interstate 85,  Year Built: 1996,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 62,000 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 124,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.881,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1190205,  Location: 0.53 MI. E. JCT. NC160 (Lat: 35.210719,  Lng: -80.874731),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I77,  Facility Carried by Structure: REMOUNT ROAD
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: 20.4m (66.9ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1190207,  Location: 0.6 MI. S. JCT. US74 (Lat: 35.217806,  Lng: -80.871772),  Route carried "on" structure: Interstate 77,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 79,250 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 158,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NC160
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.590,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.7 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 119021,  Location: 0.1 MI.W.JCT.RUNNYMEDE RD (Lat: 35.168169,  Lng: -80.837967),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 3.59m (11.78ft),  Average Daily Traffic: 1,800 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,600 (year 2040),  Design Load: HL 93,  Features Intersected: BRIAR CREEK,  Facility Carried by Structure: MICHAEL BAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1190211,  Location: 0.32 MI. E. JCT. SR3686 (Lat: 35.171081,  Lng: -80.845353),  Route carried "on" structure: State highway 3814,  Year Built: 1977,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 27,000 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE SUGAR CREEK
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: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 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: August 2021

Find on map >>   Show street view

Structure Number: 1190212,  Location: 0.75 MI. N. JCT. SR4400 (Lat: 35.148208,  Lng: -80.745525),  Route carried "on" structure: State highway 1009,  Year Built: 1986,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 29,000 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 58,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MCALPINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1190213,  Location: 0.6 MI. S. JCT. US74 (Lat: 35.217806,  Lng: -80.871964),  Route carried "on" structure: Interstate 77,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 79,250 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 158,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NC160
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.590,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 60.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1190215,  Location: 0.15 MI. N. JCT. NC160 (Lat: 35.219131,  Lng: -80.871886),  Route carried "on" structure: Ramp Interstate 77,  Year Built: 1970,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 16,250 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 32,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IRWIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.721,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1190216,  Location: 0.17 MI. S. JCT. NC16 (Lat: 35.260817,  Lng: -80.879956),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 11.76m (38.58ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I85,  Facility Carried by Structure: ROZZELLS FERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1190218,  Location: 0.5 MI. S. JCT. SR2074 (Lat: 35.268964,  Lng: -80.865564),  Route carried "on" structure: Interstate 85,  Year Built: 1957,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 129,000 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 258,000 (year 2040),  Design Load: HS 15,  Features Intersected: STEWART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.308,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 59.4m (194.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: July 2020

Find on map >>   Show street view

Structure Number: 1190219,  Location: 0.35 MI. N. JCT. US74 (Lat: 35.228483,  Lng: -80.860747),  Route carried "on" structure: Interstate 77,  Year Built: 1972,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 67,000 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 134,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IRWIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.926,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft)

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

Find on map >>   Show street view

Structure Number: 1190221,  Location: 0.38 MI. N. JCT. US74 (Lat: 35.229033,  Lng: -80.860417),  Route carried "on" structure: Interstate 77,  Year Built: 1970,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.45m (17.88ft),  Average Daily Traffic: 67,000 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 134,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US29, NC27(MOREHEAD ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.956,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1190222,  Location: 0.38 MI. N. JCT. US74 (Lat: 35.229081,  Lng: -80.860619),  Route carried "on" structure: Interstate 77,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.45m (17.88ft),  Average Daily Traffic: 67,000 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 134,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US29,NC27(MOREHEAD ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.956,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1190223,  Location: 0.1 MI. S. JCT. SR2179 (Lat: 35.271139,  Lng: -80.854206),  Route carried "on" structure: City street ,  Year Built: 1971,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 26,000 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 52,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I85,  Facility Carried by Structure: BEATTIES FORD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1190227,  Location: 0.2 MI. N. JCT. US29 (Lat: 35.231203,  Lng: -80.859589),  Route carried "on" structure: Interstate 77,  Year Built: 1972,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 152,000 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 304,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.987,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 44.8m (147.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 46.5m (152.6ft),  Out-to-Out Width: 48.0m (157.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 119023,  Location: 0.35 MI. N. JCT. US29 (Lat: 35.233592,  Lng: -80.858467),  Route carried "on" structure: Ramp Interstate 77,  Year Built: 1972,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 75,500 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 151,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FOURTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.026,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1190231,  Location: 0.35 MI. N. JCT. US29 (Lat: 35.233717,  Lng: -80.858692),  Route carried "on" structure: Interstate 77,  Year Built: 1972,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 75,500 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 151,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FOURTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.078,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1190232,  Location: 0.2 MI.S.JCT.US74 (Lat: 35.218225,  Lng: -80.832197),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 9,400 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE SUGAR CREEK,  Facility Carried by Structure: ELIZABETH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 20 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: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 2020

Find on map >>   Show street view

Structure Number: 1190233,  Location: 0.7 MI.W.JCT.NC49 (Lat: 35.123697,  Lng: -80.952961),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 440 (year 1979),  Truck Traffic: 7%,  Average Future Daily Traffic: 880 (year 2040),  Features Intersected: STEELE CREEK,  Facility Carried by Structure: JOHN PRICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1190234,  Location: 0.1 MI.E.JCT.FIELDING RD. (Lat: 35.298103,  Lng: -80.944206),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 500 (year 1990),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,000 (year 2040),  Features Intersected: GUM BRANCH,  Facility Carried by Structure: COULWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1190239,  Location: 0.1 MI. N. JCT. SR2935 (Lat: 35.247019,  Lng: -80.788150),  Route carried "on" structure: State highway 2975,  Year Built: 1966,  Status: Open,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 17,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: A,C & WESTERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 119024,  Location: 0.2MI.N.JCT.CARMEL RD. (Lat: 35.117169,  Lng: -80.828675),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 17,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MCMULLEN CREEK,  Facility Carried by Structure: QUAIL HOLLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 19.3m (63.3ft)

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

Find on map >>   Show street view

Structure Number: 1190241,  Location: 0.5 MI. N. JCT. US29 (Lat: 35.235922,  Lng: -80.855781),  Route carried "on" structure: Interstate 77,  Year Built: 1972,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 74,000 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 148,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST TRADE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.078,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1190243,  Location: 0.5 MI. N. JCT. US29 (Lat: 35.235983,  Lng: -80.856036),  Route carried "on" structure: Interstate 77,  Year Built: 1972,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 74,000 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 148,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST TRADE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.139,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1190244,  Location: 0.5 MI. N. JCT. SR2691 (Lat: 35.274289,  Lng: -80.826164),  Route carried "on" structure: Interstate 85,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 168,000 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 336,000 (year 2040),  Design Load: H 15,  Features Intersected: IRWIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.009,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 61.8m (202.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 1190245,  Location: 0.2 MI.W.JCT.SR1899 (Lat: 35.237700,  Lng: -80.854164),  Route carried "on" structure: City street ,  Year Built: 1969,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 8,500 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I77, US21,  Facility Carried by Structure: WEST FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1190248,  Location: 0.7 MI.S.JCT I277&NC16 (Lat: 35.239211,  Lng: -80.852442),  Route carried "on" structure: Interstate 77,  Year Built: 1972,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 148,000 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 296,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IRWIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.246,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 62.1m (203.7ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft)

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

Find on map >>   Show street view

Structure Number: 1190249,  Location: 1.24 MI. S. JCT. SR2480 (Lat: 35.276644,  Lng: -80.808858),  Route carried "on" structure: State highway 2540,  Year Built: 1988,  Status: Open,  Structure Length: 8.16m (26.77ft),  Average Daily Traffic: 24,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 48,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: August 2020,  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: 1190254,  Location: 0.45MI.S.JCT.N.TRYON ST. (Lat: 35.243194,  Lng: -80.811003),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 12,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,000 (year 2040),  Features Intersected: NORTH DAVIDSON STREET,  Facility Carried by Structure: MATHESON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete