Bridge Statistics for Elizabeth City, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 42Number of bridges
- 617ft / 188mTotal length
- 287,200Total average daily traffic
- 30,659Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Elizabeth City
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 51960-1969
- 21970-1979
- 21980-1989
- 51990-1999
- 212000-2009
- 62010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 63.6%Good
- 9.1%Satisfactory
- 4.5%Fair
- 4.5%Poor
- Bridge Condition - Superstructure
- 27.3%Very good
- 50.0%Good
- 13.6%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 45.5%Good
- 22.7%Satisfactory
- 9.1%Fair
- 4.5%Poor
- Bridge Condition - Channel
- 4.0%Excellent
- 8.0%Very good
- 48.0%Good
- 16.0%Satisfactory
- 12.0%Fair
- 12.0%Poor
- Bridge Condition - Culverts
- 10.0%Good
- 40.0%Satisfactory
- 50.0%Fair
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Structure Number: 29005, Location: 7.1MI.N.US158 (Lat: 36.391350, Lng: -76.259994), Route carried "on" structure: State highway 343, Year Built: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,500 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BURNT MILL CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: October 2020, Underwater Inspection Date: October 2020
Structure Number: 29005, Location: 7.1MI.N.US158 (Lat: 36.391350, Lng: -76.259994), Route carried "on" structure: State highway 343, Year Built: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,500 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BURNT MILL CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: October 2020, Underwater Inspection Date: October 2020
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Structure Number: 1390002, Location: 0.3 MI N. JCT. US17BUS (Lat: 36.315667, Lng: -76.217583), Route carried "on" structure: US 17, Year Built: 2013, Status: Open, Structure Length: 22.73m (74.57ft), Average Daily Traffic: 26,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 53,000 (year 2040), Design Load: HL 93, Features Intersected: KNOBBS CREEK
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: 17.6m (57.7ft), Skew: 19 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1390002, Location: 0.3 MI N. JCT. US17BUS (Lat: 36.315667, Lng: -76.217583), Route carried "on" structure: US 17, Year Built: 2013, Status: Open, Structure Length: 22.73m (74.57ft), Average Daily Traffic: 26,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 53,000 (year 2040), Design Load: HL 93, Features Intersected: KNOBBS CREEK
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: 17.6m (57.7ft), Skew: 19 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 139001, Location: 0.1 MI N JCT US158 (Lat: 36.418892, Lng: -76.398925), Route carried "on" structure: State highway 1363, Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 180 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEWLAND DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
Structure Number: 139001, Location: 0.1 MI N JCT US158 (Lat: 36.418892, Lng: -76.398925), Route carried "on" structure: State highway 1363, Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 180 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEWLAND DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
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Structure Number: 1390018, Location: 0.1 MI. S. JCT. SR1101 (Lat: 36.291061, Lng: -76.220200), Route carried "on" structure: State highway 1269, Year Built: 2015, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 4,400 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HL 93, Features Intersected: CHARLES CREEK
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: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1390018, Location: 0.1 MI. S. JCT. SR1101 (Lat: 36.291061, Lng: -76.220200), Route carried "on" structure: State highway 1269, Year Built: 2015, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 4,400 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HL 93, Features Intersected: CHARLES CREEK
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: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1390019, Location: 0.3 MI. E. JCT. US17 BUS (Lat: 36.301142, Lng: -76.217081), Route carried "on" structure: US 158, Year Built: 2015, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 9,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 19,000 (year 2040), Design Load: HL 93, Features Intersected: PASQUOTANK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 13.7m (44.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 15, Length of Maximum Span: 36.2m (118.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: October 2021, 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
Structure Number: 1390019, Location: 0.3 MI. E. JCT. US17 BUS (Lat: 36.301142, Lng: -76.217081), Route carried "on" structure: US 158, Year Built: 2015, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 9,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 19,000 (year 2040), Design Load: HL 93, Features Intersected: PASQUOTANK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 13.7m (44.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 15, Length of Maximum Span: 36.2m (118.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: October 2021, 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
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Structure Number: 1390021, Location: 0.6 MI. E. JCT. SR1343 (Lat: 36.323772, Lng: -76.244103), Route carried "on" structure: State highway 1332, Year Built: 2018, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HL 93, Features Intersected: KNOBBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1390021, Location: 0.6 MI. E. JCT. SR1343 (Lat: 36.323772, Lng: -76.244103), Route carried "on" structure: State highway 1332, Year Built: 2018, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HL 93, Features Intersected: KNOBBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1390022, Location: 0.4 MI. W. JCT. US 17BYP (Lat: 36.308364, Lng: -76.243267), Route carried "on" structure: State highway 1309, Year Built: 1997, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 11,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: * KNOBBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, 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
Structure Number: 1390022, Location: 0.4 MI. W. JCT. US 17BYP (Lat: 36.308364, Lng: -76.243267), Route carried "on" structure: State highway 1309, Year Built: 1997, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 11,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: * KNOBBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, 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
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Structure Number: 1390023, Location: 0.3 MI W JCT US 17 BYP (Lat: 36.299747, Lng: -76.246094), Route carried "on" structure: State highway 1308, Year Built: 2013, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HL 93, Features Intersected: KNOBBS CREEK
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: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.7 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1390023, Location: 0.3 MI W JCT US 17 BYP (Lat: 36.299747, Lng: -76.246094), Route carried "on" structure: State highway 1308, Year Built: 2013, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HL 93, Features Intersected: KNOBBS CREEK
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: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.7 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1390025, Location: 0.2 MI W JCT SR1374 (Lat: 36.271083, Lng: -76.318669), Route carried "on" structure: State highway 1144, Year Built: 1960, Year Reconstructed: 1979, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: H 15, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1390025, Location: 0.2 MI W JCT SR1374 (Lat: 36.271083, Lng: -76.318669), Route carried "on" structure: State highway 1144, Year Built: 1960, Year Reconstructed: 1979, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: H 15, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1390026, Location: 2.1 MI. W. JCT. SR1374 (Lat: 36.275519, Lng: -76.335131), Route carried "on" structure: State highway 1144, Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: H 15, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1390026, Location: 2.1 MI. W. JCT. SR1374 (Lat: 36.275519, Lng: -76.335131), Route carried "on" structure: State highway 1144, Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: H 15, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1390027, Location: 0.3 MI.E.JCT.US17BUS (Lat: 36.301278, Lng: -76.217033), Route carried "on" structure: US 158, Year Built: 1972, Status: Open, Structure Length: 27.06m (88.78ft), Average Daily Traffic: 19,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 38,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: PASQUOTANK RIVER
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 27.7m (90.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 21, Length of Maximum Span: 55.1m (180.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: September 2019, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 1390027, Location: 0.3 MI.E.JCT.US17BUS (Lat: 36.301278, Lng: -76.217033), Route carried "on" structure: US 158, Year Built: 1972, Status: Open, Structure Length: 27.06m (88.78ft), Average Daily Traffic: 19,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 38,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: PASQUOTANK RIVER
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 27.7m (90.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 21, Length of Maximum Span: 55.1m (180.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: September 2019, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 1390028, Location: 0.1 MI. E. JCT. SR1164 (Lat: 36.296003, Lng: -76.217483), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 12,000 (year 1999), Truck Traffic: 7%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HL 93, Features Intersected: CHARLES CREEK, Facility Carried by Structure: RIVERSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1390028, Location: 0.1 MI. E. JCT. SR1164 (Lat: 36.296003, Lng: -76.217483), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 12,000 (year 1999), Truck Traffic: 7%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HL 93, Features Intersected: CHARLES CREEK, Facility Carried by Structure: RIVERSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 139003, Location: 0.5 MI W. OF JCT SR1304 (Lat: 36.283092, Lng: -76.386011), Route carried "on" structure: State highway 1303, Year Built: 1998, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 360 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 720 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
Structure Number: 139003, Location: 0.5 MI W. OF JCT SR1304 (Lat: 36.283092, Lng: -76.386011), Route carried "on" structure: State highway 1303, Year Built: 1998, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 360 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 720 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
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Structure Number: 1390031, Location: 0.2 MI.W.JCT.SR1301 (Lat: 36.254047, Lng: -76.342356), Route carried "on" structure: State highway 1140, Year Built: 1972, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 760 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,520 (year 2040), Features Intersected: BR. OF LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1390031, Location: 0.2 MI.W.JCT.SR1301 (Lat: 36.254047, Lng: -76.342356), Route carried "on" structure: State highway 1140, Year Built: 1972, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 760 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,520 (year 2040), Features Intersected: BR. OF LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1390034, Location: 0.1 MI.N.JCT.US17BYP (Lat: 36.294208, Lng: -76.250294), Route carried "on" structure: City street , Year Built: 1957, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 500 (year 1981), Truck Traffic: 7%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: H 15, Features Intersected: KNOBS CREEK TRIBUTARY, Facility Carried by Structure: PROVIDENCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1390034, Location: 0.1 MI.N.JCT.US17BYP (Lat: 36.294208, Lng: -76.250294), Route carried "on" structure: City street , Year Built: 1957, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 500 (year 1981), Truck Traffic: 7%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: H 15, Features Intersected: KNOBS CREEK TRIBUTARY, Facility Carried by Structure: PROVIDENCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1390042, Location: 0.7 MI N JCT SR1136 (Lat: 36.230619, Lng: -76.254472), Route carried "on" structure: State highway 1139, Year Built: 2001, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021
Structure Number: 1390042, Location: 0.7 MI N JCT SR1136 (Lat: 36.230619, Lng: -76.254472), Route carried "on" structure: State highway 1139, Year Built: 2001, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021
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Structure Number: 1390058, Location: 0.1 MI N JCT SR1374 (Lat: 36.263719, Lng: -76.329036), Route carried "on" structure: State highway 1300, Year Built: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR. OF LITTLE RIVER
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: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
Structure Number: 1390058, Location: 0.1 MI N JCT SR1374 (Lat: 36.263719, Lng: -76.329036), Route carried "on" structure: State highway 1300, Year Built: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR. OF LITTLE RIVER
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: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
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Structure Number: 1390091, Location: 0.4 MI.N.JCT. SR1333 (Lat: 36.368053, Lng: -76.296044), Route carried "on" structure: US 17, Year Built: 1983, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 8,900 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 17,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL
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: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
Structure Number: 1390091, Location: 0.4 MI.N.JCT. SR1333 (Lat: 36.368053, Lng: -76.296044), Route carried "on" structure: US 17, Year Built: 1983, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 8,900 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 17,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL
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: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
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Structure Number: 1390093, Location: .2MI.N. OF JCT.17BUSINESS (Lat: 36.292058, Lng: -76.250097), Route carried "on" structure: US 17, Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 34,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: KNOBB'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
Structure Number: 1390093, Location: .2MI.N. OF JCT.17BUSINESS (Lat: 36.292058, Lng: -76.250097), Route carried "on" structure: US 17, Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 34,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: KNOBB'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
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Structure Number: 1390095, Location: .9 MI. W. OF JCT. NC344 (Lat: 36.229719, Lng: -76.186081), Route carried "on" structure: State highway 1132, Year Built: 1996, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEWBEGUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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
Structure Number: 1390095, Location: .9 MI. W. OF JCT. NC344 (Lat: 36.229719, Lng: -76.186081), Route carried "on" structure: State highway 1132, Year Built: 1996, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEWBEGUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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
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Structure Number: 1390099, Location: .03 MI. N. JCT. SR1333 (Lat: 36.370900, Lng: -76.292944), Route carried "on" structure: State highway 1416, Year Built: 1962, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021
Structure Number: 1390099, Location: .03 MI. N. JCT. SR1333 (Lat: 36.370900, Lng: -76.292944), Route carried "on" structure: State highway 1416, Year Built: 1962, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021
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Structure Number: 13901, Location: 1.9 MI. W. JCT. SR1479 (Lat: 36.292661, Lng: -76.301656), Route carried "on" structure: State highway 1152, Year Built: 2004, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 20,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 40,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.3m (102.7ft), 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: 48.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13901, Location: 1.9 MI. W. JCT. SR1479 (Lat: 36.292661, Lng: -76.301656), Route carried "on" structure: State highway 1152, Year Built: 2004, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 20,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 40,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.3m (102.7ft), 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: 48.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1390101, Location: 0.1 MI.W.JCT.US17BYP (Lat: 36.296753, Lng: -76.247947), Route carried "on" structure: State highway 344, Year Built: 2004, Status: Open, Structure Length: 20.81m (68.27ft), Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 34,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: KNOBBS CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1390101, Location: 0.1 MI.W.JCT.US17BYP (Lat: 36.296753, Lng: -76.247947), Route carried "on" structure: State highway 344, Year Built: 2004, Status: Open, Structure Length: 20.81m (68.27ft), Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 34,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: KNOBBS CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1390103, Location: JCT.US17 & SR1140 (Lat: 36.246983, Lng: -76.326192), Route carried "on" structure: State highway 1140, Year Built: 2006, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 2,400 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.5 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1390103, Location: JCT.US17 & SR1140 (Lat: 36.246983, Lng: -76.326192), Route carried "on" structure: State highway 1140, Year Built: 2006, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 2,400 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: US17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.5 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1390104, Location: JCT. US17 & US17 BUS (Lat: 36.252869, Lng: -76.313825), Route carried "on" structure: Business US 17, Year Built: 2003, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 10,250 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: US17BYP.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 5 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: 37.7m (123.7ft), 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: 60.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1390104, Location: JCT. US17 & US17 BUS (Lat: 36.252869, Lng: -76.313825), Route carried "on" structure: Business US 17, Year Built: 2003, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 10,250 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: US17BYP.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 17), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 5 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: 37.7m (123.7ft), 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: 60.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1390105, Location: @ JCT. SR1144 & US17BYP (Lat: 36.263117, Lng: -76.307892), Route carried "on" structure: State highway 1144, Year Built: 2003, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: US17
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: 14.6m (47.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1390105, Location: @ JCT. SR1144 & US17BYP (Lat: 36.263117, Lng: -76.307892), Route carried "on" structure: State highway 1144, Year Built: 2003, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: US17
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: 14.6m (47.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1390106, Location: 1.3 MI. N. JCT. SR1144 (Lat: 36.280969, Lng: -76.299686), Route carried "on" structure: Bypass US 17, Year Built: 2003, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 6,000 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESAPEAKE & ALBEMARLE R
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: 11.2m (36.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1390106, Location: 1.3 MI. N. JCT. SR1144 (Lat: 36.280969, Lng: -76.299686), Route carried "on" structure: Bypass US 17, Year Built: 2003, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 6,000 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESAPEAKE & ALBEMARLE R
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: 11.2m (36.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1390107, Location: 1.3 MI. N. JCT. SR1144 (Lat: 36.281086, Lng: -76.299336), Route carried "on" structure: Bypass US 17, Year Built: 2003, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 6,250 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 12,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESAPEAK&ALBEMARLE R/R
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: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), 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: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1390107, Location: 1.3 MI. N. JCT. SR1144 (Lat: 36.281086, Lng: -76.299336), Route carried "on" structure: Bypass US 17, Year Built: 2003, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 6,250 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 12,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESAPEAK&ALBEMARLE R/R
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: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), 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: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1390108, Location: @ JCT US17BYP&SR1464 (Lat: 36.362617, Lng: -76.315586), Route carried "on" structure: State highway 1464, Year Built: 2003, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US17BYP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.163, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1390108, Location: @ JCT US17BYP&SR1464 (Lat: 36.362617, Lng: -76.315586), Route carried "on" structure: State highway 1464, Year Built: 2003, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US17BYP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.163, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1430016, Location: 1.1 MI.N. JCT.SR1367 (Lat: 36.243828, Lng: -76.330247), Route carried "on" structure: US 17, Year Built: 1969, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 8,250 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE 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: 8.8m (28.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 75.2 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, 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: December 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1430016, Location: 1.1 MI.N. JCT.SR1367 (Lat: 36.243828, Lng: -76.330247), Route carried "on" structure: US 17, Year Built: 1969, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 8,250 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE 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: 8.8m (28.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 75.2 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, 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: December 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1430018, Location: 1.1 MI.N. OF JCT.SR1367 (Lat: 36.243953, Lng: -76.330461), Route carried "on" structure: US 17, Year Built: 1969, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 8,250 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE 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: 14.0m (45.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1430018, Location: 1.1 MI.N. OF JCT.SR1367 (Lat: 36.243953, Lng: -76.330461), Route carried "on" structure: US 17, Year Built: 1969, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 8,250 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE 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: 14.0m (45.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1430078, Location: 0.2 MI. N. JCT. SR1330 (Lat: 36.240422, Lng: -76.324617), Route carried "on" structure: State highway 1367, Year Built: 2009, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1430078, Location: 0.2 MI. N. JCT. SR1330 (Lat: 36.240422, Lng: -76.324617), Route carried "on" structure: State highway 1367, Year Built: 2009, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 4,000 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13901, Location: 1.9 MI. W. JCT. SR1479 (Lat: 36.292661, Lng: -76.301656), Route carried "under" structure: Bypass US 17, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 6,250 (year 2018), Truck Traffic: 14%, Features Intersected: SR1152
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 78.639, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.3m (102.7ft)
Structure Number: 13901, Location: 1.9 MI. W. JCT. SR1479 (Lat: 36.292661, Lng: -76.301656), Route carried "under" structure: Bypass US 17, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 6,250 (year 2018), Truck Traffic: 14%, Features Intersected: SR1152
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 78.639, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.3m (102.7ft)
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Structure Number: 13901, Location: 1.9 MI. W. JCT. SR1479 (Lat: 36.292661, Lng: -76.301656), Route carried "under" structure: Bypass US 17, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 6,250 (year 2018), Truck Traffic: 14%, Features Intersected: SR1152
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 78.639, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.3m (102.7ft)
Structure Number: 13901, Location: 1.9 MI. W. JCT. SR1479 (Lat: 36.292661, Lng: -76.301656), Route carried "under" structure: Bypass US 17, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 6,250 (year 2018), Truck Traffic: 14%, Features Intersected: SR1152
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 78.639, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.3m (102.7ft)
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Structure Number: 1390103, Location: JCT.US17 & SR1140 (Lat: 36.246983, Lng: -76.326192), Route carried "under" structure: US 17, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,250 (year 2018), Truck Traffic: 14%, Features Intersected: SR1140
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 77.420, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 1390103, Location: JCT.US17 & SR1140 (Lat: 36.246983, Lng: -76.326192), Route carried "under" structure: US 17, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,250 (year 2018), Truck Traffic: 14%, Features Intersected: SR1140
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 77.420, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 1390103, Location: JCT.US17 & SR1140 (Lat: 36.246983, Lng: -76.326192), Route carried "under" structure: US 17, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,250 (year 2018), Truck Traffic: 14%, Features Intersected: SR1140
Minimum Vertical Clearance: 6.24m (20.47ft), Kilometerpoint: 77.420, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 1390103, Location: JCT.US17 & SR1140 (Lat: 36.246983, Lng: -76.326192), Route carried "under" structure: US 17, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,250 (year 2018), Truck Traffic: 14%, Features Intersected: SR1140
Minimum Vertical Clearance: 6.24m (20.47ft), Kilometerpoint: 77.420, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 1390104, Location: JCT. US17 & US17 BUS (Lat: 36.252869, Lng: -76.313825), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 10,250 (year 2018), Truck Traffic: 14%, Features Intersected: US17SBUS.
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 77.816, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.7m (123.7ft)
Structure Number: 1390104, Location: JCT. US17 & US17 BUS (Lat: 36.252869, Lng: -76.313825), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 10,250 (year 2018), Truck Traffic: 14%, Features Intersected: US17SBUS.
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 77.816, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.7m (123.7ft)
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Structure Number: 1390104, Location: JCT. US17 & US17 BUS (Lat: 36.252869, Lng: -76.313825), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 10,250 (year 2018), Truck Traffic: 12%, Features Intersected: US17SBUS.
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 77.816, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.7m (123.7ft)
Structure Number: 1390104, Location: JCT. US17 & US17 BUS (Lat: 36.252869, Lng: -76.313825), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 10,250 (year 2018), Truck Traffic: 12%, Features Intersected: US17SBUS.
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 77.816, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.7m (123.7ft)
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Structure Number: 1390105, Location: @ JCT. SR1144 & US17BYP (Lat: 36.263117, Lng: -76.307892), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 14%, Features Intersected: SR1144
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 78.029, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)
Structure Number: 1390105, Location: @ JCT. SR1144 & US17BYP (Lat: 36.263117, Lng: -76.307892), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 14%, Features Intersected: SR1144
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 78.029, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)
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Structure Number: 1390105, Location: @ JCT. SR1144 & US17BYP (Lat: 36.263117, Lng: -76.307892), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 14%, Features Intersected: SR1144
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 78.029, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)
Structure Number: 1390105, Location: @ JCT. SR1144 & US17BYP (Lat: 36.263117, Lng: -76.307892), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 14%, Features Intersected: SR1144
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 78.029, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)
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Structure Number: 1390108, Location: @ JCT US17BYP&SR1464 (Lat: 36.362617, Lng: -76.315586), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1464
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 80.163, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 37.7m (123.7ft)
Structure Number: 1390108, Location: @ JCT US17BYP&SR1464 (Lat: 36.362617, Lng: -76.315586), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1464
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 80.163, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 37.7m (123.7ft)
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Structure Number: 1390108, Location: @ JCT US17BYP&SR1464 (Lat: 36.362617, Lng: -76.315586), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1464
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 80.163, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 37.7m (123.7ft)
Structure Number: 1390108, Location: @ JCT US17BYP&SR1464 (Lat: 36.362617, Lng: -76.315586), Route carried "under" structure: Bypass US 17, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2015), Truck Traffic: 14%, Features Intersected: SR1464
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 80.163, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 37.7m (123.7ft)