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


  • National Bridge Inventory (NBI) Statistics
  • 26Number of bridges
  • 203ft / 62mTotal length
  • 20,355Total average daily traffic
  • 1,341Total average daily truck traffic
  • 40,710Total future (year 2025) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Mount Gilead
  • No street view available for this location

New bridges in Mount Gilead, NC - historical statistics
  • New bridges - historical statistics
  • 41920-1929
  • 21930-1939
  • 61950-1959
  • 51960-1969
  • 31970-1979
  • 11980-1989
  • 11990-1999
  • 12000-2009
  • 32010-2018
Reconstructed bridges in Mount Gilead, NC - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31950-1959
  • 01960-1969
  • 31970-1979
  • 21980-1989
Average Bridge Daily Traffic in Mount Gilead, NC
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.8%Very good
  • 38.1%Good
  • 38.1%Satisfactory
  • 14.3%Fair
  • 4.8%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 4.8%Very good
  • 47.6%Good
  • 23.8%Satisfactory
  • 4.8%Fair
  • 19.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.8%Very good
  • 38.1%Good
  • 28.6%Satisfactory
  • 23.8%Fair
  • 4.8%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 8.0%Very good
  • 76.0%Good
  • 12.0%Satisfactory
  • 4.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Very good
  • 20.0%Good
  • 60.0%Satisfactory
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Structure Number: 1230006,  Location: 0.3 MI. W. JCT. SR1187 (Lat: 35.200700,  Lng: -80.061828),  Route carried "on" structure: State highway 731,  Year Built: 1971,  Status: Open,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 2,200 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,400 (year 2025),  Design Load: H 10,  Features Intersected: PEE DEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2016,  Underwater Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230022,  Location: 0.9 MI. N. JCT. SR1110 (Lat: 35.254008,  Lng: -80.071783),  Route carried "on" structure: State highway 1111,  Year Built: 2016,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,000 (year 2025),  Design Load: H 10,  Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016
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Structure Number: 1230024,  Location: 0.3 MI. N. JCT. SR1113 (Lat: 35.251683,  Lng: -80.045456),  Route carried "on" structure: State highway 1111,  Year Built: 1958,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,200 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,400 (year 2025),  Design Load: H 10,  Features Intersected: LOWER RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: August 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230025,  Location: 1.2 MI. E. JCT. SR1111 (Lat: 35.235839,  Lng: -80.022364),  Route carried "on" structure: State highway 73,  Year Built: 1938,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,200 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,400 (year 2025),  Design Load: H 10,  Features Intersected: CLARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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 2017
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Structure Number: 1230029,  Location: 0.3 MI. S. JCT. SR1174 (Lat: 35.257122,  Lng: -80.015936),  Route carried "on" structure: State highway 1128,  Year Built: 2013,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 340 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 680 (year 2025),  Design Load: H 10,  Features Intersected: LICK FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: 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: May 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 123003,  Location: 0.2 MI. N. JCT. SR1174 (Lat: 35.262214,  Lng: -80.019417),  Route carried "on" structure: State highway 1130,  Year Built: 2016,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 340 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 680 (year 2025),  Design Load: H 10,  Features Intersected: CLARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1230031,  Location: 1.1 MI. N. JCT. SR1112 (Lat: 35.283278,  Lng: -80.019306),  Route carried "on" structure: State highway 1130,  Year Built: 1952,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 110 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 220 (year 2025),  Design Load: H 10,  Features Intersected: CLARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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: August 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230034,  Location: 0.3 MI. N. JCT. SR1135 (Lat: 35.288617,  Lng: -79.983853),  Route carried "on" structure: State highway 1134,  Year Built: 1951,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 190 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 380 (year 2025),  Design Load: H 10,  Features Intersected: LICK FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.7m (25.3ft)

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: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230036,  Location: 1.0 MI. E. JCT. SR1118 (Lat: 35.254011,  Lng: -79.943358),  Route carried "on" structure: State highway 1544,  Year Built: 1963,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 50 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 100 (year 2025),  Design Load: H 10,  Features Intersected: DISONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 0.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 0.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 123004,  Location: 0.2 MI. W. JCT. NC109 (Lat: 35.220950,  Lng: -80.006164),  Route carried "on" structure: State highway 73,  Year Built: 1929,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 3,600 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,200 (year 2025),  Design Load: H 10,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230042,  Location: 0.8 MI. N. JCT. NC73 (Lat: 35.180553,  Lng: -79.961869),  Route carried "on" structure: State highway 1118,  Year Built: 1961,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 80 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 160 (year 2025),  Design Load: H 10,  Features Intersected: BIG TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230046,  Location: 0.4 MI. N. JCT. SR1118 (Lat: 35.175481,  Lng: -79.975331),  Route carried "on" structure: State highway 73,  Year Built: 1969,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,200 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,400 (year 2025),  Design Load: H 10,  Features Intersected: HAMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: September 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230047,  Location: 0.2 MI. E. JCT. SR1542 (Lat: 35.196153,  Lng: -79.933900),  Route carried "on" structure: State highway 731,  Year Built: 1952,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 800 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,600 (year 2025),  Design Load: H 10,  Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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 48 months,  Inspection Date: September 2017,  Underwater Inspection Date: July 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230049,  Location: 0.2 MI. E. JCT. NC73 (Lat: 35.184992,  Lng: -79.981475),  Route carried "on" structure: State highway 1115,  Year Built: 1979,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 70 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 140 (year 2025),  Design Load: H 10,  Features Intersected: HAMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: 123005,  Location: 0.2 MI. W. JCT. SR1118 (Lat: 35.192586,  Lng: -79.961975),  Route carried "on" structure: State highway 1115,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 70 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 140 (year 2025),  Design Load: H 10,  Features Intersected: BIG TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 26.3 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230163,  Location: 1.1 MI. S. JCT. SR1174 (Lat: 35.258783,  Lng: -80.000842),  Route carried "on" structure: State highway 1129,  Year Built: 1955,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 45 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 90 (year 2025),  Design Load: H 10,  Features Intersected: LICK FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 3.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230166,  Location: 0.4 MI. S. JCT. SR1127 (Lat: 35.242442,  Lng: -79.954047),  Route carried "on" structure: State highway 1118,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 170 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 340 (year 2025),  Design Load: H 10,  Features Intersected: TRIB. OF DISONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: 123019,  Location: 0.4 MI. N. JCT. NC731 (Lat: 35.209633,  Lng: -80.041411),  Route carried "on" structure: State highway 1110,  Year Built: 1956,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 480 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 960 (year 2025),  Design Load: H 10,  Features Intersected: CLARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230191,  Location: 0.1 MI. E. JCT. SR1110 (Lat: 35.209331,  Lng: -80.040425),  Route carried "on" structure: State highway 1103,  Year Built: 1999,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 480 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 960 (year 2025),  Design Load: H 10,  Features Intersected: BRANCH OF CLARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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: 56.2 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: May 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230229,  Location: 0.1 MI. W. JCT. SR1128 (Lat: 35.259200,  Lng: -80.019772),  Route carried "on" structure: State highway 1174,  Year Built: 1921,  Year Reconstructed: 1950,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 710 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,420 (year 2025),  Design Load: H 10,  Features Intersected: WEST CLARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  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: 1.0m (3.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 123023,  Location: 1.7 MI. W. JCT. NC109 (Lat: 35.274056,  Lng: -79.996786),  Route carried "on" structure: State highway 1174,  Year Built: 1921,  Year Reconstructed: 1950,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 430 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 860 (year 2025),  Design Load: H 10,  Features Intersected: LICK FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230232,  Location: 0.6 MI. E. JCT. SR1114 (Lat: 35.221172,  Lng: -80.032781),  Route carried "on" structure: State highway 1188,  Year Built: 1928,  Year Reconstructed: 1975,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 500 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,000 (year 2025),  Design Load: H 10,  Features Intersected: CLARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230237,  Location: 0.3 MI. N. JCT. NC731 (Lat: 35.204383,  Lng: -80.057614),  Route carried "on" structure: State highway 1187,  Year Built: 1972,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 100 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2025),  Design Load: H 10,  Features Intersected: CLARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230257,  Location: 0.1 MI. E. JCT. SR1128 (Lat: 35.232253,  Lng: -80.017558),  Route carried "on" structure: State highway 73,  Year Built: 1938,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,700 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,400 (year 2025),  Design Load: H 10,  Features Intersected: BIG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

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: 32.7 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 2016
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Structure Number: 1230262,  Location: 0.2 MI. S. JCT. SR1110 (Lat: 35.232461,  Lng: -80.062519),  Route carried "on" structure: State highway 1110,  Year Built: 2004,  Status: Open,  Structure Length: 16.82m (55.18ft),  Average Daily Traffic: 740 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,480 (year 2025),  Design Load: H 10,  Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.9m (32.5ft)

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: 4.9 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: May 2016,  Underwater Inspection Date: March 2017,  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: 1530164,  Location: 0.7 MI. E. JCT. SR1164 (Lat: 35.151625,  Lng: -79.977531),  Route carried "on" structure: State highway 1162,  Year Built: 1967,  Status: Posted for load,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 100 (year 2025),  Design Load: H 10,  Features Intersected: LITTLE HOMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 0.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 0.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2017,  Underwater Inspection Date: Febuary 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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