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

Find on map >>   Show street view

Structure Number: 150038,  Location: 2.6 MI. N. JCT. SR1501 (Lat: 36.047533,  Lng: -76.695742),  Route carried "on" structure: US 17,  Year Built: 1999,  Status: Open,  Structure Length: 289.35m (949.31ft),  Average Daily Traffic: 9,200 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHOWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 60.6m (198.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 94,  Length of Maximum Span: 69.4m (227.7ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15016,  Location: 1.5 MI. N. OF JCT. SR1361 (Lat: 36.039600,  Lng: -76.711878),  Route carried "on" structure: US 17,  Year Built: 1998,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 4,650 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,300 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIB.TO CHOWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 150161,  Location: 1.3 MI N. JCT SR1361 (Lat: 36.039753,  Lng: -76.712053),  Route carried "on" structure: US 17,  Year Built: 1999,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 4,450 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHOWAN RIVER TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 410002,  Location: 0.5MI.N.JCT.SR 1201 (Lat: 36.057889,  Lng: -76.626461),  Route carried "on" structure: Business US 17,  Year Built: 1951,  Status: Temporarily open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 2,400 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: HS 15,  Features Intersected: PEMBROKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 410003,  Location: 0.5 MI E JCT SR1202 (Lat: 36.070756,  Lng: -76.648472),  Route carried "on" structure: State highway 1200,  Year Built: 1961,  Status: Posted for load,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 530 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,060 (year 2040),  Features Intersected: PEMBROOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 5.1m (16.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 20.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 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 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 410005,  Location: 0.7 MI W JCT NC 32 (Lat: 36.088278,  Lng: -76.641403),  Route carried "on" structure: State highway 1208,  Year Built: 2011,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,200 (year 2040),  Design Load: HL 93,  Features Intersected: POLLOCK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.1 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 410006,  Location: 0.2 MI.W. OF JCT.SR1316 (Lat: 36.116864,  Lng: -76.628011),  Route carried "on" structure: State highway 1318,  Year Built: 1996,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: POLLOCK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 410007,  Location: 0.3 MI.S. OF JCT.SR1315 (Lat: 36.135186,  Lng: -76.629789),  Route carried "on" structure: State highway 1316,  Year Built: 1988,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 610 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,220 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: POLLOCK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 410012,  Location: 0.5 MI. WEST JCT. NC 94 (Lat: 36.059392,  Lng: -76.584858),  Route carried "on" structure: State highway 32,  Year Built: 2012,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 8,400 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,800 (year 2040),  Design Load: HL 93,  Features Intersected: PEMBROKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 410017,  Location: 2 MI.N.JCT.SR1130 (Lat: 36.061558,  Lng: -76.616539),  Route carried "on" structure: State highway 1204,  Year Built: 1951,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 3,600 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,200 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 410018,  Location: 0.1 MI.S.JCT SR1317 (Lat: 36.103978,  Lng: -76.633575),  Route carried "on" structure: State highway 32,  Year Built: 1986,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 5,800 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: POLLOCK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 32),  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 410019,  Location: 0.01 MI. S. OF SR 1318 (Lat: 36.117831,  Lng: -76.624719),  Route carried "on" structure: State highway 1316,  Year Built: 2013,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 610 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,220 (year 2040),  Design Load: HL 93,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  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: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 410022,  Location: 1.0 MI.N. OF JCT.US17BUS. (Lat: 36.065961,  Lng: -76.647686),  Route carried "on" structure: Bypass US 17,  Year Built: 1976,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 4,600 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEMBROKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.580,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 410026,  Location: .15 MI. E. JCT. SR1200 (Lat: 36.069747,  Lng: -76.630011),  Route carried "on" structure: State highway 1234,  Year Built: 1976,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: HS 15,  Features Intersected: US17 BYP.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 410027,  Location: 1.0 MI.N. OF JCT.SR1234 (Lat: 36.074728,  Lng: -76.613889),  Route carried "on" structure: Bypass US 17,  Year Built: 1976,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 4,900 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NC32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.190,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 11 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: 12.5m (41.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 410028,  Location: 0.12 MI E. OF JCT. SR1327 (Lat: 36.082558,  Lng: -76.598569),  Route carried "on" structure: State highway 1319,  Year Built: 1976,  Status: Open,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 1,800 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,600 (year 2040),  Design Load: HS 15,  Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 410029,  Location: 0.1MI. N. JCT. SR1118 (Lat: 36.018189,  Lng: -76.524778),  Route carried "on" structure: State highway 94,  Year Built: 2014,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 800 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HL 93,  Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 41003,  Location: 0.6 MI.S.JCT.US17BUS. (Lat: 36.089569,  Lng: -76.582600),  Route carried "on" structure: US 17,  Year Built: 1976,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 5,250 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHESAPEAKE &ALBEMARLE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.800,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 410034,  Location: 0.4 MI.W.JCT.NC32 (Lat: 36.064239,  Lng: -76.613992),  Route carried "on" structure: State highway 1234,  Year Built: 2016,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,200 (year 2040),  Design Load: H 10,  Features Intersected: FILBERTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.3 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 410035,  Location: 0.1MI.E.OF SR1159 (Lat: 36.019167,  Lng: -76.579697),  Route carried "on" structure: State highway 1170,  Year Built: 2013,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 300 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2040),  Design Load: HL 93,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 410036,  Location: 0.11 MI.W.JCT.SR1135 (Lat: 36.059544,  Lng: -76.668372),  Route carried "on" structure: State highway 1204,  Year Built: 1998,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 2,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US17 BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.276,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 410037,  Location: 0.2 MI. E. OF JCT. SR1329 (Lat: 36.091600,  Lng: -76.572456),  Route carried "on" structure: Business US 17,  Year Built: 1999,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 2,500 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.104,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 410038,  Location: 1.0 MI. N. JCT. SR1234 (Lat: 36.074556,  Lng: -76.613700),  Route carried "on" structure: US 17,  Year Built: 1999,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 4,900 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NC32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.190,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 11 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: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 410039,  Location: 0.65 MI. S. OF US17BUS (Lat: 36.089289,  Lng: -76.582906),  Route carried "on" structure: US 17,  Year Built: 1999,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 4,550 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHESAPEAKE&ALBEMARLE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.800,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.7m (100.7ft),  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: 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: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 41004,  Location: 1.0 MI. N. JCT. US17 BUS. (Lat: 36.065825,  Lng: -76.647486),  Route carried "on" structure: US 17,  Year Built: 1999,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 4,600 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEMBROKE CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.580,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 410044,  Location: 0.5 MI.E.JCT.NC32 (Lat: 36.105153,  Lng: -76.623183),  Route carried "on" structure: State highway 1316,  Year Built: 1962,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 560 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,120 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CANAL
Minimum Vertical Clearance: 30.44m (99.87ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.8 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 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: 1430006,  Location: 0.1 MI. S. JCT. US17 (Lat: 36.096697,  Lng: -76.533825),  Route carried "on" structure: State highway 37,  Year Built: 2011,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,300 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BURNT MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.9 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 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021

Find on map >>   Show street view

Structure Number: 410026,  Location: .15 MI. E. JCT. SR1200 (Lat: 36.069747,  Lng: -76.630011),  Route carried "under" structure: Bypass US 17,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR1234
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 68.885,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 410026,  Location: .15 MI. E. JCT. SR1200 (Lat: 36.069747,  Lng: -76.630011),  Route carried "under" structure: Bypass US 17,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR1234
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 68.885,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 410027,  Location: 1.0 MI.N. OF JCT.SR1234 (Lat: 36.074728,  Lng: -76.613889),  Route carried "under" structure: State highway 32,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2018),  Truck Traffic: 8%,  Features Intersected: US17 BYP. SBL
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 410028,  Location: 0.12 MI E. OF JCT. SR1327 (Lat: 36.082558,  Lng: -76.598569),  Route carried "under" structure: US 17,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,900 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR1319
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 69.495,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

Find on map >>   Show street view

Structure Number: 410028,  Location: 0.12 MI E. OF JCT. SR1327 (Lat: 36.082558,  Lng: -76.598569),  Route carried "under" structure: US 17,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,900 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR1319
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 69.495,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

Find on map >>   Show street view

Structure Number: 410036,  Location: 0.11 MI.W.JCT.SR1135 (Lat: 36.059544,  Lng: -76.668372),  Route carried "under" structure: Bypass US 17,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 4,600 (year 2019),  Truck Traffic: 14%,  Features Intersected: SR1204
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 68.276,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 410036,  Location: 0.11 MI.W.JCT.SR1135 (Lat: 36.059544,  Lng: -76.668372),  Route carried "under" structure: Bypass US 17,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 4,600 (year 2019),  Truck Traffic: 14%,  Features Intersected: SR1204
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 68.276,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 410037,  Location: 0.2 MI. E. OF JCT. SR1329 (Lat: 36.091600,  Lng: -76.572456),  Route carried "under" structure: Bypass US 17,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: US17BUS
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 70.104,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 410037,  Location: 0.2 MI. E. OF JCT. SR1329 (Lat: 36.091600,  Lng: -76.572456),  Route carried "under" structure: US 17,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: US17BUS
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 70.104,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 410038,  Location: 1.0 MI. N. JCT. SR1234 (Lat: 36.074556,  Lng: -76.613700),  Route carried "under" structure: State highway 32,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2018),  Truck Traffic: 8%,  Features Intersected: US17N
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)