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


  • National Bridge Inventory (NBI) Statistics
  • 68Number of bridges
  • 2,441ft / 744mTotal length
  • 728,450Total average daily traffic
  • 84,556Total average daily truck traffic
  • 736,875Total future (year 2025) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for New Bern
  • No street view available for this location

New bridges in New Bern, NC - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11920-1929
  • 11950-1959
  • 21960-1969
  • 271970-1979
  • 21980-1989
  • 61990-1999
  • 182000-2009
  • 102010-2018
Reconstructed bridges in New Bern, NC - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 01970-1979
  • 01980-1989
  • 21990-1999
Average Bridge Daily Traffic in New Bern, NC
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.7%Very good
  • 62.9%Good
  • 20.0%Satisfactory
  • 11.4%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 5.7%Very good
  • 71.4%Good
  • 14.3%Satisfactory
  • 8.6%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 2.9%Very good
  • 51.4%Good
  • 22.9%Satisfactory
  • 22.9%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 91.7%Good
  • 4.2%Satisfactory
  • 4.2%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Very good
  • 60.0%Good
  • 20.0%Fair
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Structure Number: 490001,  Location: 0.9 MI.NW JCT.US17 (Lat: 35.112475,  Lng: -77.097433),  Route carried "on" structure: State highway 1309,  Year Built: 1976,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 29,000 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 58,000 (year 2025),  Design Load: H 10,  Features Intersected: US17N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490001,  Location: 0.9 MI.NW JCT.US17 (Lat: 35.112475,  Lng: -77.097433),  Route carried "under" structure: US 17,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR1309
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 665.303,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 490001,  Location: 0.9 MI.NW JCT.US17 (Lat: 35.112475,  Lng: -77.097433),  Route carried "under" structure: US 17,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR1309
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 665.303,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 490008,  Location: 1.0 MI.SW. OF JCT.SR1101 (Lat: 34.977792,  Lng: -76.994847),  Route carried "on" structure: State highway 1102,  Year Built: 1998,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 40 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 80 (year 2025),  Design Load: H 10,  Features Intersected: GREAT BRANCH
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: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.7m (2.3ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 3.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 3.9 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Underwater Inspection Date: January 2017
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Structure Number: 490009,  Location: 1.6 MI. E. JCT. SR1111 (Lat: 34.996308,  Lng: -77.000983),  Route carried "on" structure: State highway 1101,  Year Built: 2014,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 730 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,460 (year 2025),  Design Load: H 10,  Features Intersected: BRICES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.8 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2017,  Underwater Inspection Date: April 2014,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 490034,  Location: 1.1 MI.S. OF JCT. SR1400 (Lat: 35.178403,  Lng: -77.131628),  Route carried "on" structure: State highway 43,  Year Built: 1975,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 13,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,000 (year 2025),  Design Load: H 10,  Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 43),  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  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: 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: January 2017,  Underwater Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490036,  Location: 1 MI.N.JCT.SR1005 (Lat: 35.164486,  Lng: -77.177403),  Route carried "on" structure: State highway 1244,  Year Built: 2001,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 260 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 520 (year 2025),  Design Load: H 10,  Features Intersected: FORK OF BACHELOR 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: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Underwater Inspection Date: November 2016
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Structure Number: 490046,  Location: 1.1 MI W. OF JCT SR1225 (Lat: 35.143997,  Lng: -77.179783),  Route carried "on" structure: State highway 1226,  Year Built: 2014,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 300 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2025),  Design Load: H 10,  Features Intersected: BACHELOR CREEK
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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  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: 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: 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2016,  Underwater Inspection Date: June 2014,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 490061,  Location: 0.6 MI. E. JCT. SR1244 (Lat: 35.168253,  Lng: -77.164933),  Route carried "on" structure: State highway 55,  Year Built: 1928,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 2,200 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,400 (year 2025),  Design Load: H 10,  Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  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: January 2017,  Underwater Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 490069,  Location: 2.0 MI.E. OF JCT.SR1224 (Lat: 35.140311,  Lng: -77.178978),  Route carried "on" structure: State highway 70,  Year Built: 1976,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 8,500 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,000 (year 2025),  Design Load: H 10,  Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 657.095,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 70),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2016,  Underwater Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490072,  Location: 3.3 MI. N. JCT. SR1224 (Lat: 35.136686,  Lng: -77.166844),  Route carried "on" structure: State highway 1225,  Year Built: 1976,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 4,700 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,400 (year 2025),  Design Load: H 10,  Features Intersected: US70
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: 134.0m (439.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490072,  Location: 3.3 MI. N. JCT. SR1224 (Lat: 35.136686,  Lng: -77.166844),  Route carried "under" structure: State highway 70,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: SR1225
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 658.222,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 490072,  Location: 3.3 MI. N. JCT. SR1224 (Lat: 35.136686,  Lng: -77.166844),  Route carried "under" structure: State highway 70,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: SR1225
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 490075,  Location: 0.9 BYP. E. JCT. NC43 (Lat: 35.103917,  Lng: -77.084392),  Route carried "on" structure: US 70,  Year Built: 1977,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 14,000 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,000 (year 2025),  Design Load: H 10,  Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 666.751,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 70),  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490075,  Location: 0.9 BYP. E. JCT. NC43 (Lat: 35.103917,  Lng: -77.084392),  Route carried "under" structure: US 17,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2015),  Truck Traffic: 12%,  Features Intersected: US70 EBL
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 490075,  Location: 0.9 BYP. E. JCT. NC43 (Lat: 35.103917,  Lng: -77.084392),  Route carried "under" structure: US 17,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2015),  Truck Traffic: 12%,  Features Intersected: US70 EBL
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 490076,  Location: 0.9 MI. E. JCT.NC 43 (Lat: 35.104036,  Lng: -77.084067),  Route carried "on" structure: State highway 70,  Year Built: 1977,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 14,000 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,000 (year 2025),  Design Load: H 10,  Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 666.751,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 70),  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490076,  Location: 0.9 MI. E. JCT.NC 43 (Lat: 35.104036,  Lng: -77.084067),  Route carried "under" structure: State highway 17,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2014),  Truck Traffic: 14%,  Features Intersected: US70 W
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 490076,  Location: 0.9 MI. E. JCT.NC 43 (Lat: 35.104036,  Lng: -77.084067),  Route carried "under" structure: State highway 17,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2014),  Truck Traffic: 14%,  Features Intersected: US70 W
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 490077,  Location: 0.1 MI. W. OF JCT. SR1278 (Lat: 35.101667,  Lng: -77.081025),  Route carried "on" structure: State highway 17,  Year Built: 1977,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 22,500 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 45,000 (year 2025),  Design Load: H 10,  Features Intersected: SERVICE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 1.8m (5.9ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490077,  Location: 0.1 MI. W. OF JCT. SR1278 (Lat: 35.101667,  Lng: -77.081025),  Route carried "under" structure: Other road ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2010),  Truck Traffic: 6%,  Features Intersected: US17, US70 E,  Facility Carried by Structure: SERVICERD.
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 490078,  Location: 0.1 MI. W. OF SR1278 (Lat: 35.101714,  Lng: -77.080542),  Route carried "on" structure: US 17,  Year Built: 1977,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 22,500 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,000 (year 2025),  Design Load: H 10,  Features Intersected: SERVICE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490078,  Location: 0.1 MI. W. OF SR1278 (Lat: 35.101714,  Lng: -77.080542),  Route carried "under" structure: Other road ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2010),  Truck Traffic: 7%,  Features Intersected: US17, US70 WBL,  Facility Carried by Structure: SERVICERD.
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 490079,  Location: 1.2 MI. W. OF JCT.SR1200 (Lat: 35.100139,  Lng: -77.078217),  Route carried "on" structure: US 17,  Year Built: 1977,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 22,500 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,000 (year 2025),  Design Load: H 10,  Features Intersected: SR1278
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: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490079,  Location: 1.2 MI. W. OF JCT.SR1200 (Lat: 35.100139,  Lng: -77.078217),  Route carried "under" structure: State highway 1278,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 6%,  Features Intersected: US17, US70 EBL
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 49008,  Location: 1.2 MI. W. OF JCT. SR1200 (Lat: 35.100328,  Lng: -77.077983),  Route carried "on" structure: Bypass US 70,  Year Built: 1977,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 22,500 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,000 (year 2025),  Design Load: H 10,  Features Intersected: SR1278
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: 70),  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 49008,  Location: 1.2 MI. W. OF JCT. SR1200 (Lat: 35.100328,  Lng: -77.077983),  Route carried "under" structure: State highway 1278,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 6%,  Features Intersected: US17,US70W
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 490082,  Location: 1.5 MI. E. OF SR1395 (Lat: 35.100928,  Lng: -77.058778),  Route carried "on" structure: State highway 1200,  Year Built: 1976,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 9,000 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,000 (year 2025),  Design Load: H 10,  Features Intersected: US17,US70BYP,NC55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 669.326,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490082,  Location: 1.5 MI. E. OF SR1395 (Lat: 35.100928,  Lng: -77.058778),  Route carried "under" structure: US 17,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR1200
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 669.326,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 490082,  Location: 1.5 MI. E. OF SR1395 (Lat: 35.100928,  Lng: -77.058778),  Route carried "under" structure: US 17,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR1200
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 669.326,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 490083,  Location: 0.7 MI E JCT SR 1200 (Lat: 35.097053,  Lng: -77.048044),  Route carried "on" structure: US 17,  Year Built: 1976,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 110.49m (362.50ft),  Average Daily Traffic: 26,500 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 53,000 (year 2025),  Design Load: H 10,  Features Intersected: TRENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 671.096,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 14.0m (45.9ft), Horizontal Clearance: 14.0m (45.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 53,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2017,  Underwater Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490084,  Location: 0.7 MI. E. JCT. SR1200 (Lat: 35.096531,  Lng: -77.045986),  Route carried "on" structure: US 17,  Year Built: 1976,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 110.49m (362.50ft),  Average Daily Traffic: 26,500 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 53,000 (year 2025),  Design Load: H 10,  Features Intersected: TRENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 671.096,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 137.0m (449.5ft), Horizontal Clearance: 137.0m (449.5ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 53,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2017,  Underwater Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490124,  Location: 1.3 MI.S. OF JCT.US17 (Lat: 35.177322,  Lng: -77.053964),  Route carried "on" structure: State highway 1433,  Year Built: 2016,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 570 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,140 (year 2025),  Design Load: H 10,  Features Intersected: MILLS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016
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Structure Number: 490149,  Location: 0.5 MI. E. OF JCT. SR1215 (Lat: 35.125308,  Lng: -77.054100),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1969,  Status: Posted for load,  Structure Length: 0.18m (0.59ft),  Average Daily Traffic: 4,500 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,000 (year 2025),  Design Load: H 20,  Features Intersected: JACK SMITH CREEK,  Facility Carried by Structure: OAKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2016,  Underwater Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 49016,  Location: 0.4 MI.W.JCT.SR1200 (Lat: 35.078225,  Lng: -77.104911),  Route carried "on" structure: State highway 1213,  Year Built: 1984,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 2,400 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,800 (year 2025),  Design Load: H 10,  Features Intersected: WILSON CREEK
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2017,  Underwater Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490187,  Location: 0.4 MI.E.JCT.NC55 (Lat: 35.159303,  Lng: -77.142322),  Route carried "on" structure: State highway 1420,  Year Built: 1909,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 200 (year 1991),  Truck Traffic: 6%,  Average Future Daily Traffic: 400 (year 2025),  Design Load: H 10,  Features Intersected: CASWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 8.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  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: December 2016,  Deck Structure Type: Other
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Structure Number: 490207,  Location: 1.3 MI.NE.JCT.SR1401 (Lat: 35.210756,  Lng: -77.122758),  Route carried "on" structure: State highway 43,  Year Built: 1961,  Status: Open,  Structure Length: 27.04m (88.71ft),  Average Daily Traffic: 13,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,000 (year 2025),  Design Load: H 10,  Features Intersected: NEUSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 43),  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 15.8m (51.8ft),  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: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2017,  Underwater Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 490208,  Location: 0.3 MI.NORTH JCT.US17 (Lat: 35.157294,  Lng: -77.039806),  Route carried "on" structure: State highway 1433,  Year Built: 2012,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,600 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,200 (year 2025),  Design Load: H 10,  Features Intersected: MILLS BRANCH TRIBUTARY
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: 6 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 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: December 2016,  Underwater Inspection Date: December 2016
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Structure Number: 490212,  Location: 2.3 MI.W. OF JCT.NC55 (Lat: 35.149583,  Lng: -77.173475),  Route carried "on" structure: State highway 1005,  Year Built: 2008,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 1,500 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,000 (year 2025),  Design Load: H 10,  Features Intersected: BACHELOR 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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2017,  Underwater Inspection Date: October 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 490222,  Location: 1 MI.E.JCT.SR1200 (Lat: 35.095403,  Lng: -77.044558),  Route carried "on" structure: Ramp US 17,  Year Built: 1998,  Status: Open,  Structure Length: 30.85m (101.21ft),  Average Daily Traffic: 13,250 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,500 (year 2025),  Design Load: H 10,  Features Intersected: TRENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 671.096,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 134.0m (439.6ft), Horizontal Clearance: 134.0m (439.6ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.9m (35.8ft)

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: 35.4 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,  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: December 2016,  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: 490231,  Location: JCT.US17-US70 & NEUS (Lat: 35.097219,  Lng: -77.025719),  Route carried "on" structure: US 17,  Year Built: 2003,  Status: Open,  Structure Length: 302.54m (992.59ft),  Average Daily Traffic: 27,000 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 54,000 (year 2025),  Design Load: H 10,  Features Intersected: NEUSE R. & US70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 201.0m (659.4ft), Horizontal Clearance: 201.0m (659.4ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 30,  Number Of Approach Spans: 44,  Length of Maximum Span: 79.9m (262.1ft),  Curb-To-Curb Width: 2.1m (6.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2017,  Underwater Inspection Date: June 2016,  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: 490231,  Location: JCT.US17-US70 & NEUS (Lat: 35.097219,  Lng: -77.025719),  Route carried "under" structure: State highway 1004,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 6,400 (year 2015),  Truck Traffic: 6%,  Features Intersected: US17, NC55
Minimum Vertical Clearance: 14.68m (48.16ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.9m (262.1ft)

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Structure Number: 490231,  Location: JCT.US17-US70 & NEUS (Lat: 35.097219,  Lng: -77.025719),  Route carried "under" structure: US 70,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: US17, NC55
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.9m (262.1ft)

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Structure Number: 490231,  Location: JCT.US17-US70 & NEUS (Lat: 35.097219,  Lng: -77.025719),  Route carried "under" structure: US 70,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: US17, NC55
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.9m (262.1ft)

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Structure Number: 490231,  Location: JCT.US17-US70 & NEUS (Lat: 35.097219,  Lng: -77.025719),  Route carried "under" structure: US 70,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: US17, NC55
Minimum Vertical Clearance: 15.75m (51.67ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.9m (262.1ft)

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Structure Number: 490231,  Location: JCT.US17-US70 & NEUS (Lat: 35.097219,  Lng: -77.025719),  Route carried "under" structure: Ramp US 17,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: US17, NC55
Minimum Vertical Clearance: 15.09m (49.51ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.9m (262.1ft)

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Structure Number: 490231,  Location: JCT.US17-US70 & NEUS (Lat: 35.097219,  Lng: -77.025719),  Route carried "under" structure: Business US 70,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: US17, NC55
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.9m (262.1ft)

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Structure Number: 490237,  Location: @ JCT.US17&US70B (Lat: 35.097294,  Lng: -77.036147),  Route carried "on" structure: Business US 70,  Year Built: 1999,  Status: Open,  Structure Length: 28.19m (92.49ft),  Average Daily Traffic: 9,000 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,000 (year 2025),  Design Load: H 10,  Features Intersected: NEUSE RIVER
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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2017,  Underwater Inspection Date: June 2016,  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: 490238,  Location: @ JCT. US17 & 70BUS (Lat: 35.091111,  Lng: -77.039381),  Route carried "on" structure: State highway 17,  Year Built: 1999,  Status: Open,  Structure Length: 21.09m (69.19ft),  Average Daily Traffic: 6,750 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,500 (year 2025),  Design Load: H 10,  Features Intersected: NORFOLK & SOUTHERN R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.561,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 490255,  Location: .1 MI.E.JCT.TRENT SHORE (Lat: 35.077550,  Lng: -77.067939),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,000 (year 1997),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,000 (year 2025),  Design Load: H 20,  Features Intersected: CREEK,  Facility Carried by Structure: ALLEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  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: 49.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 490256,  Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126703,  Lng: -77.133697),  Route carried "on" structure: State highway 43,  Year Built: 2009,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 7,800 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,600 (year 2025),  Design Load: H 10,  Features Intersected: US17, US70
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: 116.0m (380.6ft),  Skew: 11 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: 29.9m (98.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 1.2m (3.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  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: 490256,  Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126703,  Lng: -77.133697),  Route carried "under" structure: State highway 70,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: NC43 BYP. N
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 66.144,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 490256,  Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126703,  Lng: -77.133697),  Route carried "under" structure: State highway 70,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: NC43 BYP. N
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 66.144,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 490257,  Location: 2.0 MI.S.JCT.NC55 (Lat: 35.126778,  Lng: -77.133944),  Route carried "on" structure: State highway 43,  Year Built: 2009,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 3,900 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,800 (year 2025),  Design Load: H 10,  Features Intersected: US70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 1.5m (4.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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