Bridge Statistics for Roper, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 361ft / 110mTotal length
- 67,390Total average daily traffic
- 8,207Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Roper
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 31960-1969
- 11970-1979
- 222000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 6.3%Excellent
- 87.5%Good
- 6.3%Fair
- Bridge Condition - Superstructure
- 6.3%Excellent
- 18.8%Very good
- 62.5%Good
- 12.5%Satisfactory
- Bridge Condition - Substructure
- 6.3%Excellent
- 6.3%Very good
- 75.0%Good
- 6.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Channel
- 13.3%Very good
- 73.3%Good
- 6.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 20.0%Satisfactory
- 60.0%Fair
Find on map >> Show street view
Structure Number: 1870002, Location: 0.1 MI.E. OF JCT. NC32 (Lat: 35.859489, Lng: -76.741406), Route carried "on" structure: US 64, Year Built: 1949, Year Reconstructed: 1989, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 16,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CONABY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: March 2021, Underwater Inspection Date: March 2021
Structure Number: 1870002, Location: 0.1 MI.E. OF JCT. NC32 (Lat: 35.859489, Lng: -76.741406), Route carried "on" structure: US 64, Year Built: 1949, Year Reconstructed: 1989, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 16,000 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CONABY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: March 2021, Underwater Inspection Date: March 2021
Find on map >> Show street view
Structure Number: 1870006, Location: .05 MI. E. OF JCT. SR1301 (Lat: 35.876436, Lng: -76.619175), Route carried "on" structure: US 64, Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,100 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: KENDRICK 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: 1870006, Location: .05 MI. E. OF JCT. SR1301 (Lat: 35.876436, Lng: -76.619175), Route carried "on" structure: US 64, Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,100 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: KENDRICK 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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
Find on map >> Show street view
Structure Number: 1870007, Location: 0.05 MI.W. OF JCT.SR1126 (Lat: 35.881664, Lng: -76.612408), Route carried "on" structure: State highway 32, Year Built: 1960, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 2,550 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: MAIN CANAL
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), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: March 2021, Underwater Inspection Date: March 2021
Structure Number: 1870007, Location: 0.05 MI.W. OF JCT.SR1126 (Lat: 35.881664, Lng: -76.612408), Route carried "on" structure: State highway 32, Year Built: 1960, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 2,550 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: MAIN CANAL
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), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: March 2021, Underwater Inspection Date: March 2021
Find on map >> Show street view
Structure Number: 1870008, Location: 0.5 MI.W. OF JCT.SR1133 (Lat: 35.906714, Lng: -76.604928), Route carried "on" structure: State highway 32, Year Built: 1922, Year Reconstructed: 1952, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 15, Features Intersected: OLD MILL 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 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: April 2021, Underwater Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1870008, Location: 0.5 MI.W. OF JCT.SR1133 (Lat: 35.906714, Lng: -76.604928), Route carried "on" structure: State highway 32, Year Built: 1922, Year Reconstructed: 1952, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 15, Features Intersected: OLD MILL 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 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: April 2021, Underwater Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1870011, Location: 0.3 MI. E. JCT. SR1322 (Lat: 35.930139, Lng: -76.609811), Route carried "on" structure: State highway 308, Year Built: 2019, Status: Open, Structure Length: 9.23m (30.28ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HL 93, Features Intersected: KENDRICK 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 83.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: March 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870011, Location: 0.3 MI. E. JCT. SR1322 (Lat: 35.930139, Lng: -76.609811), Route carried "on" structure: State highway 308, Year Built: 2019, Status: Open, Structure Length: 9.23m (30.28ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HL 93, Features Intersected: KENDRICK 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 83.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: March 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870012, Location: 0.1 MI N JCT SR1330 (Lat: 35.885025, Lng: -76.625117), Route carried "on" structure: State highway 1301, Year Built: 2019, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Design Load: HL 93, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870012, Location: 0.1 MI N JCT SR1330 (Lat: 35.885025, Lng: -76.625117), Route carried "on" structure: State highway 1301, Year Built: 2019, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Design Load: HL 93, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870087, Location: .05 MI.W.JCT.SR1126 (Lat: 35.880500, Lng: -76.611258), Route carried "on" structure: State highway 1122, Year Built: 1964, Status: Posted for load, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 360 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 720 (year 2040), Features Intersected: MAIN CANAL
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.4m (17.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1870087, Location: .05 MI.W.JCT.SR1126 (Lat: 35.880500, Lng: -76.611258), Route carried "on" structure: State highway 1122, Year Built: 1964, Status: Posted for load, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 360 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 720 (year 2040), Features Intersected: MAIN CANAL
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.4m (17.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1870103, Location: 10.1 MI. W. SR1304 (Lat: 35.873906, Lng: -76.597783), Route carried "on" structure: US 64, Year Built: 2001, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1126, MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.996, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870103, Location: 10.1 MI. W. SR1304 (Lat: 35.873906, Lng: -76.597783), Route carried "on" structure: US 64, Year Built: 2001, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1126, MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.996, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870104, Location: 10.1 MI. W. JCT. SR1304 (Lat: 35.873725, Lng: -76.597589), Route carried "on" structure: US 64, Year Built: 2004, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1126, MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.996, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870104, Location: 10.1 MI. W. JCT. SR1304 (Lat: 35.873725, Lng: -76.597589), Route carried "on" structure: US 64, Year Built: 2004, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1126, MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.996, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870105, Location: 8.7 MI. W. JCT. SR1304 (Lat: 35.886422, Lng: -76.579817), Route carried "on" structure: US 64, Year Built: 2004, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 2,650 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 5,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: OLD MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.392, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870105, Location: 8.7 MI. W. JCT. SR1304 (Lat: 35.886422, Lng: -76.579817), Route carried "on" structure: US 64, Year Built: 2004, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 2,650 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 5,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: OLD MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.392, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870106, Location: 8.7 MI. W. SR1304 (Lat: 35.886264, Lng: -76.579664), Route carried "on" structure: US 64, Year Built: 2004, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 2,650 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 5,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: OLD MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.392, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870106, Location: 8.7 MI. W. SR1304 (Lat: 35.886264, Lng: -76.579664), Route carried "on" structure: US 64, Year Built: 2004, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 2,650 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 5,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: OLD MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.392, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870107, Location: 8.4 MI. W. SR1141 (Lat: 35.889142, Lng: -76.575044), Route carried "on" structure: US 64, Year Built: 2004, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,700 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 7,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OLD MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
Structure Number: 1870107, Location: 8.4 MI. W. SR1141 (Lat: 35.889142, Lng: -76.575044), Route carried "on" structure: US 64, Year Built: 2004, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,700 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 7,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB. OLD MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 1870118, Location: 0.08 MI. W. JCT. SR1119 (Lat: 35.876172, Lng: -76.661294), Route carried "on" structure: State highway 32, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1870118, Location: 0.08 MI. W. JCT. SR1119 (Lat: 35.876172, Lng: -76.661294), Route carried "on" structure: State highway 32, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Find on map >> Show street view
Structure Number: 1870123, Location: 1.2 MI.E.JCT.NC32 (Lat: 35.870819, Lng: -76.659400), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.898, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1870123, Location: 1.2 MI.E.JCT.NC32 (Lat: 35.870819, Lng: -76.659400), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.898, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 1870124, Location: 1.2M E. JCT. NC32 (Lat: 35.870511, Lng: -76.659400), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870124, Location: 1.2M E. JCT. NC32 (Lat: 35.870511, Lng: -76.659400), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870125, Location: 3.5 MI.E.JCT.NC45 (Lat: 35.863047, Lng: -76.628919), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.356, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), 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: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870125, Location: 3.5 MI.E.JCT.NC45 (Lat: 35.863047, Lng: -76.628919), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.356, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), 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: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870126, Location: 3.5 MI.E. JCT.NC45 (Lat: 35.862831, Lng: -76.629183), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.356, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), 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: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870126, Location: 3.5 MI.E. JCT.NC45 (Lat: 35.862831, Lng: -76.629183), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.356, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), 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: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870127, Location: 0.6 MI. W. JCT. SR1125 (Lat: 35.863842, Lng: -76.615511), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 18.95m (62.17ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 25 or greater, Features Intersected: KENDRICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.660, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Number Of Approach Spans: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 82.5 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870127, Location: 0.6 MI. W. JCT. SR1125 (Lat: 35.863842, Lng: -76.615511), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 18.95m (62.17ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 25 or greater, Features Intersected: KENDRICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.660, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Number Of Approach Spans: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 82.5 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870128, Location: 0.6 MI. W. JCT. SR1125 (Lat: 35.863628, Lng: -76.615397), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 18.92m (62.07ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 25 or greater, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.660, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.5 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870128, Location: 0.6 MI. W. JCT. SR1125 (Lat: 35.863628, Lng: -76.615397), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 18.92m (62.07ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 25 or greater, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.660, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.5 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870129, Location: 1.0 MI.E. JCT. SR1119 (Lat: 35.865514, Lng: -76.610708), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1125
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.813, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1870129, Location: 1.0 MI.E. JCT. SR1119 (Lat: 35.865514, Lng: -76.610708), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1125
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.813, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 187013, Location: 1.0 MI.E. OF JCT.SR1119 (Lat: 35.865297, Lng: -76.610561), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1125
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.813, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 187013, Location: 1.0 MI.E. OF JCT.SR1119 (Lat: 35.865297, Lng: -76.610561), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 2,550 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR1125
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.813, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1870103, Location: 10.1 MI. W. SR1304 (Lat: 35.873906, Lng: -76.597783), Route carried "under" structure: State highway 1126, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 600 (year 2019), Truck Traffic: 6%, Features Intersected: US64 WBL
Minimum Vertical Clearance: 6.29m (20.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 1870103, Location: 10.1 MI. W. SR1304 (Lat: 35.873906, Lng: -76.597783), Route carried "under" structure: State highway 1126, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 600 (year 2019), Truck Traffic: 6%, Features Intersected: US64 WBL
Minimum Vertical Clearance: 6.29m (20.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Find on map >> Show street view
Structure Number: 1870104, Location: 10.1 MI. W. JCT. SR1304 (Lat: 35.873725, Lng: -76.597589), Route carried "under" structure: State highway 1126, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 600 (year 2019), Truck Traffic: 6%, Features Intersected: US64E.
Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 1870104, Location: 10.1 MI. W. JCT. SR1304 (Lat: 35.873725, Lng: -76.597589), Route carried "under" structure: State highway 1126, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 600 (year 2019), Truck Traffic: 6%, Features Intersected: US64E.
Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Find on map >> Show street view
Structure Number: 1870123, Location: 1.2 MI.E.JCT.NC32 (Lat: 35.870819, Lng: -76.659400), Route carried "under" structure: State highway 1119, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 150 (year 2016), Truck Traffic: 6%, Features Intersected: US64W.
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.2m (82.7ft)
Structure Number: 1870123, Location: 1.2 MI.E.JCT.NC32 (Lat: 35.870819, Lng: -76.659400), Route carried "under" structure: State highway 1119, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 150 (year 2016), Truck Traffic: 6%, Features Intersected: US64W.
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.2m (82.7ft)
Find on map >> Show street view
Structure Number: 1870124, Location: 1.2M E. JCT. NC32 (Lat: 35.870511, Lng: -76.659400), Route carried "under" structure: State highway 1119, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 150 (year 2016), Truck Traffic: 6%, Features Intersected: US64 EBL
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.2m (82.7ft)
Structure Number: 1870124, Location: 1.2M E. JCT. NC32 (Lat: 35.870511, Lng: -76.659400), Route carried "under" structure: State highway 1119, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 150 (year 2016), Truck Traffic: 6%, Features Intersected: US64 EBL
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.2m (82.7ft)
Find on map >> Show street view
Structure Number: 1870125, Location: 3.5 MI.E.JCT.NC45 (Lat: 35.863047, Lng: -76.628919), Route carried "under" structure: State highway 1119, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Features Intersected: US64 WBL
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 1870125, Location: 3.5 MI.E.JCT.NC45 (Lat: 35.863047, Lng: -76.628919), Route carried "under" structure: State highway 1119, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Features Intersected: US64 WBL
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Find on map >> Show street view
Structure Number: 1870126, Location: 3.5 MI.E. JCT.NC45 (Lat: 35.862831, Lng: -76.629183), Route carried "under" structure: State highway 1119, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Features Intersected: US64 EBL
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 1870126, Location: 3.5 MI.E. JCT.NC45 (Lat: 35.862831, Lng: -76.629183), Route carried "under" structure: State highway 1119, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 140 (year 2016), Truck Traffic: 6%, Features Intersected: US64 EBL
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Find on map >> Show street view
Structure Number: 1870129, Location: 1.0 MI.E. JCT. SR1119 (Lat: 35.865514, Lng: -76.610708), Route carried "under" structure: State highway 1125, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 850 (year 2015), Truck Traffic: 6%, Features Intersected: US64W.
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 1870129, Location: 1.0 MI.E. JCT. SR1119 (Lat: 35.865514, Lng: -76.610708), Route carried "under" structure: State highway 1125, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 850 (year 2015), Truck Traffic: 6%, Features Intersected: US64W.
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Find on map >> Show street view
Structure Number: 187013, Location: 1.0 MI.E. OF JCT.SR1119 (Lat: 35.865297, Lng: -76.610561), Route carried "under" structure: State highway 1125, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 425 (year 2015), Truck Traffic: 6%, Features Intersected: US64 EBL
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 187013, Location: 1.0 MI.E. OF JCT.SR1119 (Lat: 35.865297, Lng: -76.610561), Route carried "under" structure: State highway 1125, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 425 (year 2015), Truck Traffic: 6%, Features Intersected: US64 EBL
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Find on map >> Show street view
Structure Number: 187013, Location: 1.0 MI.E. OF JCT.SR1119 (Lat: 35.865297, Lng: -76.610561), Route carried "under" structure: State highway 1125, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 425 (year 2015), Truck Traffic: 6%, Features Intersected: US64 EBL
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 187013, Location: 1.0 MI.E. OF JCT.SR1119 (Lat: 35.865297, Lng: -76.610561), Route carried "under" structure: State highway 1125, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 425 (year 2015), Truck Traffic: 6%, Features Intersected: US64 EBL
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)