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

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Structure Number: 30269,  Location: 75 FT. S. JCT. SR1522 (Lat: 36.019300,  Lng: -81.119472),  Route carried "on" structure: State highway 1433,  Year Built: 2016,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 140 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 280 (year 2040),  Design Load: HL 93,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 450017,  Location: 0.1 MI. N. JCT. SR2532 (Lat: 35.241447,  Lng: -81.566589),  Route carried "on" structure: State highway 18,  Year Built: 1929,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 7,700 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,500 (year 2040),  Design Load: H 15,  Features Intersected: HICKORY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 18),  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 450059,  Location: 0.1 MI. E. JCT. SR1247 (Lat: 35.291753,  Lng: -81.630264),  Route carried "on" structure: US 74,  Year Built: 1952,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 12,500 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 25,000 (year 2040),  Design Load: HS 20,  Features Intersected: BEAVERDAM 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: 8.8m (28.9ft),  Skew: 13 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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 45006,  Location: 0.1 MI. E. JCT. SR1247 (Lat: 35.291942,  Lng: -81.630456),  Route carried "on" structure: US 74,  Year Built: 1925,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 11,000 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 22,000 (year 2040),  Design Load: H 15,  Features Intersected: BEAVERDAM 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: 8.5m (27.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 810524,  Location: 0.8 MI. S. JCT. NC610 (Lat: 35.922658,  Lng: -79.935403),  Route carried "on" structure: State highway 62,  Year Built: 1981,  Status: Temporarily open,  Structure Length: 12.10m (39.70ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 810972,  Location: 0.8 MI. W. JCT. I85 (Lat: 35.936831,  Lng: -79.936567),  Route carried "on" structure: State highway 1154,  Year Built: 2008,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 1,600 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I74, US311
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: 10.3m (33.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 810977,  Location: 0.4 MI. S. JCT. I85 (Lat: 35.927561,  Lng: -79.923297),  Route carried "on" structure: Ramp Interstate 74,  Year Built: 2010,  Status: Open,  Structure Length: 9.99m (32.78ft),  Average Daily Traffic: 7,000 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I74, US311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 55.1m (180.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.8 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: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 810978,  Location: 0.8 MI. S. JCT. SR1154 (Lat: 35.927906,  Lng: -79.926103),  Route carried "on" structure: Ramp Interstate 74,  Year Built: 2010,  Status: Open,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 7,000 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.860,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1510031,  Location: 0.3 MI. S. JCT. SR1529 (Lat: 35.846492,  Lng: -79.882542),  Route carried "on" structure: US 311,  Year Built: 2016,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: HL 93,  Features Intersected: BOB BRANCH
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: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.2 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: June 2021

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Structure Number: 1510077,  Location: 350 FT. E. JCT. SR3227 (Lat: 35.807564,  Lng: -79.909775),  Route carried "on" structure: State highway 1525,  Year Built: 1968,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 1,600 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: H 15,  Features Intersected: CARAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1510079,  Location: 100 YARDS W. JCT. SR1729 (Lat: 35.833692,  Lng: -79.927894),  Route carried "on" structure: State highway 1858,  Year Built: 2013,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 990 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,980 (year 2040),  Design Load: HL 93,  Features Intersected: CARAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1510084,  Location: 0.15 MI. SW. JCT. SR1577 (Lat: 35.899569,  Lng: -79.970828),  Route carried "on" structure: State highway 1603,  Year Built: 2017,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 3,200 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,400 (year 2040),  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 39.0 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: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 1510088,  Location: 0.4 MI. N. JCT. SR1918 (Lat: 35.895608,  Lng: -79.919511),  Route carried "on" structure: State highway 1917,  Year Built: 1993,  Status: Open,  Structure Length: 3.56m (11.68ft),  Average Daily Traffic: 500 (year 1979),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1510089,  Location: 0.6 MI. N. JCT. SR1928 (Lat: 35.883722,  Lng: -79.895153),  Route carried "on" structure: State highway 1922,  Year Built: 1983,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1510097,  Location: 0.2 MI. S. JCT.SR1930 (Lat: 35.860725,  Lng: -79.895403),  Route carried "on" structure: US 311,  Year Built: 2015,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,300 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,600 (year 2040),  Design Load: HL 93,  Features Intersected: SYCAMORE CREEK
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: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.1 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: Febuary 2021

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Structure Number: 1510132,  Location: 1.1 MI. S. JCT. I85 (Lat: 35.893578,  Lng: -79.938992),  Route carried "on" structure: State highway 1009,  Year Built: 2000,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 151024,  Location: 1.0 MI. N. JCT. US311 (Lat: 35.916136,  Lng: -79.945961),  Route carried "on" structure: State highway 1912,  Year Built: 1981,  Status: Open,  Structure Length: 9.41m (30.87ft),  Average Daily Traffic: 200 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1510285,  Location: 0.5 MI. N. OF JCT. SR1917 (Lat: 35.898031,  Lng: -79.926911),  Route carried "on" structure: State highway 1916,  Year Built: 2006,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,600 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1510402,  Location: 0.1 MI. N. JCT. SR1928 (Lat: 35.876667,  Lng: -79.882472),  Route carried "on" structure: State highway 1927,  Year Built: 2007,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 300 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MUDDY 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: 2 degrees,  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: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: March 2021,  Underwater Inspection Date: March 2021

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Structure Number: 151046,  Location: 2.4 MI. N. JCT. US64 (Lat: 35.770819,  Lng: -79.559358),  Route carried "on" structure: State highway 2469,  Year Built: 1965,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 550 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,100 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BUSH 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),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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: July 2021

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Structure Number: 1510462,  Location: 100 FT. S. JCT. SR1681 (Lat: 35.898122,  Lng: -79.966739),  Route carried "on" structure: State highway 1577,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,900 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 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: Fair,  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: January 2021

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Structure Number: 1510466,  Location: 0.9 MI. S. JCT. US311 (Lat: 35.897228,  Lng: -79.965994),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 29,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 58,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1577, MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.619,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 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,  Underclear: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1510467,  Location: 0.9 MI. S. JCT. US311 (Lat: 35.897475,  Lng: -79.966222),  Route carried "on" structure: Interstate 85,  Year Built: 1981,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 35,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 70,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1577, MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.619,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 85),  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1510469,  Location: 0.5 MI. E. JCT. SR1912 (Lat: 35.908517,  Lng: -79.938894),  Route carried "on" structure: State highway 1915,  Year Built: 1983,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 800 (year 1982),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF MUDDY 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: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 151051,  Location: 0.3 MILES WEST OF SR1004 (Lat: 35.716767,  Lng: -79.850092),  Route carried "on" structure: State highway 3120,  Year Built: 2018,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 260 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 520 (year 2040),  Design Load: HL 93,  Features Intersected: CEDAR FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 1510515,  Location: 0.2 MI. N. OF JCT. SR1917 (Lat: 35.903306,  Lng: -79.911761),  Route carried "on" structure: Bypass State highway 1920,  Year Built: 2008,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I74, US311
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: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1510516,  Location: 1.6 MI. W. JCT. SR1929 (Lat: 35.894164,  Lng: -79.914522),  Route carried "on" structure: Interstate 74,  Year Built: 2009,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.713,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 19),  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1510517,  Location: 1.6 MI.W. JCT. SR1929 (Lat: 35.894231,  Lng: -79.914817),  Route carried "on" structure: Interstate 74,  Year Built: 2009,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 8,000 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.713,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 19),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1510518,  Location: 0.3 MI. E. JCT. SR1918 (Lat: 35.890667,  Lng: -79.914947),  Route carried "on" structure: State highway 1919,  Year Built: 2009,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 300 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I74, US311,  Facility Carried by Structure: SR 2053
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: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: 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

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Structure Number: 1510519,  Location: 0.2 MI. E. JCT. SR1009 (Lat: 35.874336,  Lng: -79.902353),  Route carried "on" structure: State highway 1928,  Year Built: 2009,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 7,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I74, US311
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: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1510525,  Location: 2 MI. S. JCT. SR1928 (Lat: 35.855889,  Lng: -79.881289),  Route carried "on" structure: State highway 1931,  Year Built: 2011,  Status: Open,  Structure Length: 7.37m (24.18ft),  Average Daily Traffic: 550 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,100 (year 2040),  Design Load: HL 93,  Features Intersected: I74,US311
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: 9.1m (29.9ft),  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: 35.9m (117.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 810524,  Location: 0.8 MI. S. JCT. NC610 (Lat: 35.922658,  Lng: -79.935403),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 35,750 (year 2018),  Truck Traffic: 16%,  Features Intersected: NC62
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.1m (157.8ft)

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Structure Number: 810524,  Location: 0.8 MI. S. JCT. NC610 (Lat: 35.922658,  Lng: -79.935403),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 35,750 (year 2018),  Truck Traffic: 16%,  Features Intersected: NC62
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.1m (157.8ft)

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Structure Number: 810972,  Location: 0.8 MI. W. JCT. I85 (Lat: 35.936831,  Lng: -79.936567),  Route carried "under" structure: Interstate 74,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR1154
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 810972,  Location: 0.8 MI. W. JCT. I85 (Lat: 35.936831,  Lng: -79.936567),  Route carried "under" structure: Interstate 74,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR1154
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 810977,  Location: 0.4 MI. S. JCT. I85 (Lat: 35.927561,  Lng: -79.923297),  Route carried "under" structure: Interstate 74,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 17,125 (year 2019),  Truck Traffic: 16%,  Features Intersected: I74E.RAMP
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.1m (180.8ft)

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Structure Number: 810977,  Location: 0.4 MI. S. JCT. I85 (Lat: 35.927561,  Lng: -79.923297),  Route carried "under" structure: Interstate 74,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 17,125 (year 2019),  Truck Traffic: 16%,  Features Intersected: I74E.RAMP
Minimum Vertical Clearance: 8.00m (26.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.1m (180.8ft)

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Structure Number: 810978,  Location: 0.8 MI. S. JCT. SR1154 (Lat: 35.927906,  Lng: -79.926103),  Route carried "under" structure: Ramp Interstate 85,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 17,125 (year 2019),  Truck Traffic: 16%,  Features Intersected: I74E, RAMP
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 34.747,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 810978,  Location: 0.8 MI. S. JCT. SR1154 (Lat: 35.927906,  Lng: -79.926103),  Route carried "under" structure: Ramp Interstate 85,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 17,125 (year 2019),  Truck Traffic: 16%,  Features Intersected: I74E, RAMP
Minimum Vertical Clearance: 6.98m (22.90ft),  Kilometerpoint: 34.747,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 810978,  Location: 0.8 MI. S. JCT. SR1154 (Lat: 35.927906,  Lng: -79.926103),  Route carried "under" structure: Interstate 85,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 34,250 (year 2019),  Truck Traffic: 16%,  Features Intersected: I74E, RAMP
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 34.747,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 810978,  Location: 0.8 MI. S. JCT. SR1154 (Lat: 35.927906,  Lng: -79.926103),  Route carried "under" structure: Interstate 85,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 34,250 (year 2019),  Truck Traffic: 16%,  Features Intersected: I74E, RAMP
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 34.747,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 151015,  Location: 1.3 MI. S. JCT. NC62 (Lat: 35.903703,  Lng: -79.953814),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 35,750 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR1009
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 33.863,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 151015,  Location: 1.3 MI. S. JCT. NC62 (Lat: 35.903703,  Lng: -79.953814),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 35,750 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR1009
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 33.863,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 151024,  Location: 1.0 MI. N. JCT. US311 (Lat: 35.916136,  Lng: -79.945961),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 35,750 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR1912
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 34.168,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 151024,  Location: 1.0 MI. N. JCT. US311 (Lat: 35.916136,  Lng: -79.945961),  Route carried "under" structure: Interstate 85,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 35,750 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR1912
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 34.168,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 1510466,  Location: 0.9 MI. S. JCT. US311 (Lat: 35.897228,  Lng: -79.965994),  Route carried "under" structure: State highway 1577,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2018),  Truck Traffic: 6%,  Features Intersected: I85N
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1510467,  Location: 0.9 MI. S. JCT. US311 (Lat: 35.897475,  Lng: -79.966222),  Route carried "under" structure: State highway 1577,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: I85S
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1510515,  Location: 0.2 MI. N. OF JCT. SR1917 (Lat: 35.903306,  Lng: -79.911761),  Route carried "under" structure: Interstate 74,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 6,800 (year 2018),  Truck Traffic: 23%,  Features Intersected: SR1920
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 23.500,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 1510515,  Location: 0.2 MI. N. OF JCT. SR1917 (Lat: 35.903306,  Lng: -79.911761),  Route carried "under" structure: Interstate 74,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 6,800 (year 2018),  Truck Traffic: 23%,  Features Intersected: SR1920
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 23.500,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 1510518,  Location: 0.3 MI. E. JCT. SR1918 (Lat: 35.890667,  Lng: -79.914947),  Route carried "under" structure: Interstate 74,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2015),  Truck Traffic: 16%,  Features Intersected: SR 2053
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 23.774,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 1510518,  Location: 0.3 MI. E. JCT. SR1918 (Lat: 35.890667,  Lng: -79.914947),  Route carried "under" structure: Interstate 74,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2015),  Truck Traffic: 16%,  Features Intersected: SR 2053
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 23.774,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 1510519,  Location: 0.2 MI. E. JCT. SR1009 (Lat: 35.874336,  Lng: -79.902353),  Route carried "under" structure: Interstate 74,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1928
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 24.201,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 1510519,  Location: 0.2 MI. E. JCT. SR1009 (Lat: 35.874336,  Lng: -79.902353),  Route carried "under" structure: Interstate 74,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1928
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 24.201,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 1510525,  Location: 2 MI. S. JCT. SR1928 (Lat: 35.855889,  Lng: -79.881289),  Route carried "under" structure: Interstate 74,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1931
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 24.719,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 1510525,  Location: 2 MI. S. JCT. SR1928 (Lat: 35.855889,  Lng: -79.881289),  Route carried "under" structure: Interstate 74,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR1931
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 24.719,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)