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


  • National Bridge Inventory (NBI) Statistics
  • 34Number of bridges
  • 233ft / 71mTotal length
  • 39,792Total average daily traffic
  • 4,492Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Creswell
  • No street view available for this location

New bridges in Creswell, NC - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 31960-1969
  • 21970-1979
  • 31980-1989
  • 21990-1999
  • 212000-2009
  • 22010-2018
Average Bridge Daily Traffic in Creswell, NC
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.8%Very good
  • 66.7%Good
  • 14.3%Satisfactory
  • 14.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 4.8%Very good
  • 61.9%Good
  • 14.3%Satisfactory
  • 19.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.8%Very good
  • 57.1%Good
  • 14.3%Satisfactory
  • 23.8%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 64.3%Good
  • 14.3%Satisfactory
  • 14.3%Fair
  • 7.1%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Good
  • 33.3%Fair
  • 33.3%Poor
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Structure Number: 1770021,  Location: 0.5MI.W. OF JCT.SR.1109 (Lat: 35.877808,  Lng: -76.337392),  Route carried "on" structure: State highway 1105,  Year Built: 1964,  Status: Posted for load,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 200 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 400 (year 2025),  Design Load: H 10,  Features Intersected: SCUPPERNONG RIVER
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  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: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Underwater Inspection Date: March 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1770022,  Location: 0.3 MI W JCT SR1121 (Lat: 35.843303,  Lng: -76.365956),  Route carried "on" structure: State highway 1118,  Year Built: 1986,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 80 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 160 (year 2025),  Design Load: H 10,  Features Intersected: CANAL
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: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1770023,  Location: 0.01 MI W. OF JCT. SR1121 (Lat: 35.840708,  Lng: -76.363147),  Route carried "on" structure: State highway 1118,  Year Built: 1973,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 230 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 460 (year 2025),  Design Load: H 10,  Features Intersected: CANAL
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: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Underwater Inspection Date: Febuary 2016,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1770024,  Location: 0.1 MI W JCT SR 1120 (Lat: 35.838550,  Lng: -76.360706),  Route carried "on" structure: State highway 1121,  Year Built: 2010,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 220 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 440 (year 2025),  Design Load: H 10,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Underwater Inspection Date: December 2016,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1770051,  Location: 0.1 MI N. OF JCT. SR1118 (Lat: 35.842133,  Lng: -76.362750),  Route carried "on" structure: State highway 1121,  Year Built: 2009,  Status: Posted for load,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 80 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 160 (year 2025),  Design Load: H 10,  Features Intersected: BONARVA CANAL
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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1770088,  Location: 0.01MI E. OF JCT. SR1121 (Lat: 35.838475,  Lng: -76.354611),  Route carried "on" structure: State highway 1122,  Year Built: 1999,  Status: Open,  Structure Length: 0.28m (0.92ft),  Average Daily Traffic: 230 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 460 (year 2025),  Design Load: H 10,  Features Intersected: BEE TREE CANAL
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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Underwater Inspection Date: October 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1770092,  Location: @ JCT SR1116 (Lat: 35.893317,  Lng: -76.349581),  Route carried "on" structure: State highway 64,  Year Built: 2005,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 2,580 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,160 (year 2025),  Design Load: H 10,  Features Intersected: SR1116
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 901.233,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1770092,  Location: @ JCT SR1116 (Lat: 35.893317,  Lng: -76.349581),  Route carried "under" structure: State highway 1116,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 220 (year 2013),  Truck Traffic: 6%,  Features Intersected: US64 WBL
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 1770093,  Location: @ JCT SR1116 (Lat: 35.893236,  Lng: -76.349300),  Route carried "on" structure: State highway 64,  Year Built: 2005,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 2,351 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,700 (year 2025),  Design Load: H 10,  Features Intersected: SR1116
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 901.233,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  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: 1770093,  Location: @ JCT SR1116 (Lat: 35.893236,  Lng: -76.349300),  Route carried "under" structure: State highway 1116,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 220 (year 2013),  Truck Traffic: 6%,  Features Intersected: US64 EBL
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 1870019,  Location: 0.5 MI.E.JCT.SR1303 (Lat: 35.918411,  Lng: -76.489725),  Route carried "on" structure: State highway 94,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,900 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,800 (year 2025),  Design Load: H 10,  Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 94),  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Poor,  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: 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: March 2017
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Structure Number: 187002,  Location: 0.3MI.E. OF JCT.SR1159 (Lat: 35.861594,  Lng: -76.384311),  Route carried "on" structure: State highway 1142,  Year Built: 1959,  Status: Posted for load,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 631 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,260 (year 2025),  Design Load: H 10,  Features Intersected: SCUPPERNONG RIVER
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,  Number Of Approach Spans: 4,  Length of Maximum Span: 10.7m (35.1ft),  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: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2017,  Underwater Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1870026,  Location: 0.1 MI.N. OF JCT.SR1149 (Lat: 35.853319,  Lng: -76.420450),  Route carried "on" structure: State highway 1155,  Year Built: 1965,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 670 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,340 (year 2025),  Design Load: H 10,  Features Intersected: SCUPPERNONG RIVER
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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: April 2017,  Underwater Inspection Date: March 2013,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1870027,  Location: 0.2 MI. S. OF JCT. SR1126 (Lat: 35.842836,  Lng: -76.417789),  Route carried "on" structure: State highway 1155,  Year Built: 1984,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 270 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 540 (year 2025),  Design Load: H 10,  Features Intersected: MALL 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: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Underwater Inspection Date: Febuary 2017
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Structure Number: 1870028,  Location: 0.3 MI N. OF JCT SR1303 (Lat: 35.924117,  Lng: -76.423294),  Route carried "on" structure: State highway 1302,  Year Built: 1983,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 540 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,080 (year 2025),  Design Load: H 10,  Features Intersected: DEEP 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: 12.5m (41.0ft),  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: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: March 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1870029,  Location: 0.3 MI. E. OF JCT.SR1164 (Lat: 35.830128,  Lng: -76.424878),  Route carried "on" structure: State highway 1163,  Year Built: 2011,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2025),  Design Load: H 10,  Features Intersected: MALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 1870033,  Location: 0.1 MI.W. OF JCT.SR1155 (Lat: 35.851764,  Lng: -76.422358),  Route carried "on" structure: State highway 1149,  Year Built: 1978,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 460 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 920 (year 2025),  Design Load: H 10,  Features Intersected: MOCCASIN CANAL
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: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  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: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: March 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1870046,  Location: 0.5 MI. N. OF JCT. SR1165 (Lat: 35.817856,  Lng: -76.414878),  Route carried "on" structure: State highway 1156,  Year Built: 1995,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 170 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 340 (year 2025),  Design Load: H 10,  Features Intersected: MOUNTAIN CANAL
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: Culvert,  Number Of Spans In Main Unit: 3,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Underwater Inspection Date: March 2017
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Structure Number: 1870112,  Location: 2.6 MI. W. JCT. SR1304 (Lat: 35.907333,  Lng: -76.482781),  Route carried "on" structure: State highway 64,  Year Built: 2004,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 3,800 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,600 (year 2025),  Design Load: H 10,  Features Intersected: GREEN RD (PRIVATE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 888.358,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 7.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1870112,  Location: 2.6 MI. W. JCT. SR1304 (Lat: 35.907333,  Lng: -76.482781),  Route carried "under" structure: Other road ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2009),  Truck Traffic: 6%,  Features Intersected: US64W,  Facility Carried by Structure: GREENROAD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1870113,  Location: 2.6 MI. W. JCT. SR1304 (Lat: 35.907136,  Lng: -76.482778),  Route carried "on" structure: State highway 64,  Year Built: 2004,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 1,900 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,800 (year 2025),  Design Load: H 10,  Features Intersected: GREEN RD (PRIVATE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 888.358,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1870113,  Location: 2.6 MI. W. JCT. SR1304 (Lat: 35.907136,  Lng: -76.482778),  Route carried "under" structure: Other road ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2009),  Truck Traffic: 6%,  Features Intersected: US64 E,  Facility Carried by Structure: GREENROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1870114,  Location: 2.2 MI. W. OF SR1304 (Lat: 35.907356,  Lng: -76.473853),  Route carried "on" structure: State highway 64,  Year Built: 2004,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 1,900 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,800 (year 2025),  Design Load: H 10,  Features Intersected: WILDLIFE CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 889.163,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 10 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: 21.6m (70.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1870115,  Location: 2.2 MI. W. OF SR1304 (Lat: 35.907142,  Lng: -76.473878),  Route carried "on" structure: State highway 64,  Year Built: 2004,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 3,800 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,600 (year 2025),  Design Load: H 10,  Features Intersected: WILD LIFE CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 889.163,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 10 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: 2.1m (6.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1870116,  Location: 10.1 MI.E. JCT.SR1126 (Lat: 35.893906,  Lng: -76.437206),  Route carried "on" structure: State highway 64,  Year Built: 2003,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 2,450 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,900 (year 2025),  Design Load: H 10,  Features Intersected: SR1141
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1870116,  Location: 10.1 MI.E. JCT.SR1126 (Lat: 35.893906,  Lng: -76.437206),  Route carried "under" structure: State highway 1141,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 620 (year 2015),  Truck Traffic: 6%,  Features Intersected: US64 WBL
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1870117,  Location: 10.1 MI.E.JCT.SR1126 (Lat: 35.893664,  Lng: -76.437219),  Route carried "on" structure: State highway 64,  Year Built: 2003,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 2,450 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,900 (year 2025),  Design Load: H 10,  Features Intersected: SR1141
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1870117,  Location: 10.1 MI.E.JCT.SR1126 (Lat: 35.893664,  Lng: -76.437219),  Route carried "under" structure: State highway 1304,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 620 (year 2015),  Truck Traffic: 6%,  Features Intersected: US64 EBL,  Facility Carried by Structure: SR1141
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1870121,  Location: 0.1MI.S.JCT.NC94 (Lat: 35.875125,  Lng: -76.390114),  Route carried "on" structure: State highway 64,  Year Built: 2004,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,300 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,600 (year 2025),  Design Load: H 10,  Features Intersected: SR1310
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 898.014,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 283.0m (928.5ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 1870121,  Location: 0.1MI.S.JCT.NC94 (Lat: 35.875125,  Lng: -76.390114),  Route carried "under" structure: State highway 1310,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2015),  Truck Traffic: 6%,  Features Intersected: US64 W
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1870121,  Location: 0.1MI.S.JCT.NC94 (Lat: 35.875125,  Lng: -76.390114),  Route carried "under" structure: State highway 1310,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2015),  Truck Traffic: 6%,  Features Intersected: US64 W
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1870122,  Location: 0.1MI.S.JCT.NC94 (Lat: 35.874883,  Lng: -76.390136),  Route carried "on" structure: State highway 64,  Year Built: 2004,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,500 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,000 (year 2025),  Design Load: H 10,  Features Intersected: SR1310
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 898.014,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 283.0m (928.5ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 1870122,  Location: 0.1MI.S.JCT.NC94 (Lat: 35.874883,  Lng: -76.390136),  Route carried "under" structure: State highway 1310,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2015),  Truck Traffic: 6%,  Features Intersected: US64 EBL.
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1870122,  Location: 0.1MI.S.JCT.NC94 (Lat: 35.874883,  Lng: -76.390136),  Route carried "under" structure: State highway 1310,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2015),  Truck Traffic: 6%,  Features Intersected: US64 EBL.
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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