Bridge Statistics for Monroe, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 41920-1929
- 21930-1939
- 81950-1959
- 141960-1969
- 101970-1979
- 91980-1989
- 111990-1999
- 32000-2009
- 392010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 21950-1959
- 01960-1969
- 11970-1979
- 31980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 21.7%Very good
- 35.0%Good
- 40.0%Satisfactory
- 3.3%Fair
- Bridge Condition - Superstructure
- 6.7%Excellent
- 35.0%Very good
- 26.7%Good
- 16.7%Satisfactory
- 10.0%Fair
- 5.0%Poor
- Bridge Condition - Substructure
- 1.7%Excellent
- 25.0%Very good
- 30.0%Good
- 25.0%Satisfactory
- 18.3%Fair
- Bridge Condition - Channel
- 2.9%Very good
- 64.7%Good
- 25.0%Satisfactory
- 7.4%Fair
- Bridge Condition - Culverts
- 13.0%Very good
- 26.1%Good
- 52.2%Satisfactory
- 8.7%Poor
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Structure Number: 1790007, Location: 150 FT. N. JCT. SR2146 (Lat: 34.951714, Lng: -80.584653), Route carried "on" structure: State highway 200, Year Built: 1960, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 9,700 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 19,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 1790007, Location: 150 FT. N. JCT. SR2146 (Lat: 34.951714, Lng: -80.584653), Route carried "on" structure: State highway 200, Year Built: 1960, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 9,700 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 19,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 1790015, Location: 0.1 MI. N. JCT. SR1964 (Lat: 34.967528, Lng: -80.509778), Route carried "on" structure: US 601, Year Built: 1997, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,800 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 3,600 (year 2025), Design Load: HS 20+Mod, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1790015, Location: 0.1 MI. N. JCT. SR1964 (Lat: 34.967528, Lng: -80.509778), Route carried "on" structure: US 601, Year Built: 1997, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,800 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 3,600 (year 2025), Design Load: HS 20+Mod, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: Febuary 2022, 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: 179002, Location: 0.7 MI. N. JCT. NC200 (Lat: 35.046333, Lng: -80.491064), Route carried "on" structure: State highway 1627, Year Built: 1993, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 3,000 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHINKAPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 179002, Location: 0.7 MI. N. JCT. NC200 (Lat: 35.046333, Lng: -80.491064), Route carried "on" structure: State highway 1627, Year Built: 1993, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 3,000 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHINKAPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790021, Location: 0.4 MI. S. JCT. SR1006 (Lat: 35.037186, Lng: -80.476114), Route carried "on" structure: State highway 1681, Year Built: 1964, Status: Posted for load, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 1,300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Features Intersected: STEWART'S CREEK
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: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790021, Location: 0.4 MI. S. JCT. SR1006 (Lat: 35.037186, Lng: -80.476114), Route carried "on" structure: State highway 1681, Year Built: 1964, Status: Posted for load, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 1,300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Features Intersected: STEWART'S CREEK
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: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790022, Location: 0.3 MI. N. JCT. SR1628 (Lat: 35.056100, Lng: -80.464075), Route carried "on" structure: State highway 1627, Year Built: 1928, Year Reconstructed: 2002, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,000 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Features Intersected: MILL CREEK
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790022, Location: 0.3 MI. N. JCT. SR1628 (Lat: 35.056100, Lng: -80.464075), Route carried "on" structure: State highway 1627, Year Built: 1928, Year Reconstructed: 2002, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,000 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2040), Features Intersected: MILL CREEK
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790023, Location: 0.3 MI. N. JCT. SR1632 (Lat: 35.051219, Lng: -80.441464), Route carried "on" structure: State highway 1631, Year Built: 1979, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 15, Features Intersected: RICHARDSON 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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790023, Location: 0.3 MI. N. JCT. SR1632 (Lat: 35.051219, Lng: -80.441464), Route carried "on" structure: State highway 1631, Year Built: 1979, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 15, Features Intersected: RICHARDSON 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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790024, Location: 0.3 MI. S. JCT. SR1006 (Lat: 34.996119, Lng: -80.522981), Route carried "on" structure: State highway 200, Year Built: 1920, Year Reconstructed: 1958, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 14,500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 29,000 (year 2040), Design Load: H 15, Features Intersected: BEARSKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790024, Location: 0.3 MI. S. JCT. SR1006 (Lat: 34.996119, Lng: -80.522981), Route carried "on" structure: State highway 200, Year Built: 1920, Year Reconstructed: 1958, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 14,500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 29,000 (year 2040), Design Load: H 15, Features Intersected: BEARSKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790025, Location: 100 FT. E. JCT.SR1631 (Lat: 35.048042, Lng: -80.440336), Route carried "on" structure: State highway 1632, Year Built: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 640 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: HS 20+Mod, Features Intersected: BULL BRANCH
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 1790025, Location: 100 FT. E. JCT.SR1631 (Lat: 35.048042, Lng: -80.440336), Route carried "on" structure: State highway 1632, Year Built: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 640 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: HS 20+Mod, Features Intersected: BULL BRANCH
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 1790026, Location: 0.5 MI. S. JCT. SR1629 (Lat: 35.045983, Lng: -80.456069), Route carried "on" structure: State highway 1630, Year Built: 1997, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 970 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 1,940 (year 2040), Design Load: HS 20+Mod, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1790026, Location: 0.5 MI. S. JCT. SR1629 (Lat: 35.045983, Lng: -80.456069), Route carried "on" structure: State highway 1630, Year Built: 1997, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 970 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 1,940 (year 2040), Design Load: HS 20+Mod, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 1790029, Location: 0.1 MI. W. JCT. SR2323 (Lat: 35.146092, Lng: -80.551867), Route carried "on" structure: State highway 218, Year Built: 2015, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 14,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 29,000 (year 2040), Design Load: HL 93, Features Intersected: GOOSE 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1790029, Location: 0.1 MI. W. JCT. SR2323 (Lat: 35.146092, Lng: -80.551867), Route carried "on" structure: State highway 218, Year Built: 2015, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 14,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 29,000 (year 2040), Design Load: HL 93, Features Intersected: GOOSE 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 179003, Location: 0.2 MI. SW. JCT. SR1643 (Lat: 35.086306, Lng: -80.446700), Route carried "on" structure: State highway 1642, Year Built: 1978, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 340 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 680 (year 2040), Features Intersected: WATSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 179003, Location: 0.2 MI. SW. JCT. SR1643 (Lat: 35.086306, Lng: -80.446700), Route carried "on" structure: State highway 1642, Year Built: 1978, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 340 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 680 (year 2040), Features Intersected: WATSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790034, Location: 0.1 MI. S. JCT. SR1623 (Lat: 35.001658, Lng: -80.552478), Route carried "on" structure: City street , Year Built: 1951, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 10,000 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 20,000 (year 2025), Design Load: HS 15, Features Intersected: US74, NC200, Facility Carried by Structure: CONCORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, 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: Bituminous
Structure Number: 1790034, Location: 0.1 MI. S. JCT. SR1623 (Lat: 35.001658, Lng: -80.552478), Route carried "on" structure: City street , Year Built: 1951, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 10,000 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 20,000 (year 2025), Design Load: HS 15, Features Intersected: US74, NC200, Facility Carried by Structure: CONCORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, 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: Bituminous
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Structure Number: 1790038, Location: 0.1 MI. S. JCT. SR1623 (Lat: 34.998514, Lng: -80.548211), Route carried "on" structure: US 601, Year Built: 1972, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 28,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: US74, NC200,US601
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 61), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790038, Location: 0.1 MI. S. JCT. SR1623 (Lat: 34.998514, Lng: -80.548211), Route carried "on" structure: US 601, Year Built: 1972, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 28,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: US74, NC200,US601
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 61), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 179004, Location: 0.1 MI. N. JCT. SR1565 (Lat: 35.012856, Lng: -80.543147), Route carried "on" structure: US 601, Year Built: 1965, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 20,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 179004, Location: 0.1 MI. N. JCT. SR1565 (Lat: 35.012856, Lng: -80.543147), Route carried "on" structure: US 601, Year Built: 1965, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 20,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 1790042, Location: 0.3 MI. E. JCT. SR1624 (Lat: 34.993706, Lng: -80.539869), Route carried "on" structure: US 74, Year Built: 1988, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 30,000 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 60,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: BEARSKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790042, Location: 0.3 MI. E. JCT. SR1624 (Lat: 34.993706, Lng: -80.539869), Route carried "on" structure: US 74, Year Built: 1988, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 30,000 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 60,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: BEARSKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790043, Location: 0.3 MI. E. JCT. SR1624 (Lat: 34.993861, Lng: -80.539753), Route carried "on" structure: US 74, Year Built: 1989, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 28,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 56,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEARSKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790043, Location: 0.3 MI. E. JCT. SR1624 (Lat: 34.993861, Lng: -80.539753), Route carried "on" structure: US 74, Year Built: 1989, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 28,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 56,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEARSKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790053, Location: 0.1 MI. S. JCT. SR1621 (Lat: 35.023403, Lng: -80.512008), Route carried "on" structure: State highway 200, Year Built: 1920, Year Reconstructed: 1958, Status: Temporarily open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 7,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: H 15, Features Intersected: STEWARTS CREEK
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790053, Location: 0.1 MI. S. JCT. SR1621 (Lat: 35.023403, Lng: -80.512008), Route carried "on" structure: State highway 200, Year Built: 1920, Year Reconstructed: 1958, Status: Temporarily open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 7,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: H 15, Features Intersected: STEWARTS CREEK
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790057, Location: 0.7 MI. N. JCT. SR2115 (Lat: 34.954419, Lng: -80.544911), Route carried "on" structure: State highway 207, Year Built: 1970, Status: Open, Structure Length: 4.14m (13.58ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 15, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.3 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790057, Location: 0.7 MI. N. JCT. SR2115 (Lat: 34.954419, Lng: -80.544911), Route carried "on" structure: State highway 207, Year Built: 1970, Status: Open, Structure Length: 4.14m (13.58ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 15, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.3 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 179006, Location: 0.2 MI. S. JCT. SR1600 (Lat: 35.153811, Lng: -80.535472), Route carried "on" structure: US 601, Year Built: 1969, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 6,200 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 12,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 179006, Location: 0.2 MI. S. JCT. SR1600 (Lat: 35.153811, Lng: -80.535472), Route carried "on" structure: US 601, Year Built: 1969, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 6,200 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 12,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 1790065, Location: 0.2 MI. E. JCT. SR1751 (Lat: 34.982514, Lng: -80.527308), Route carried "on" structure: US 74, Year Built: 1989, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 20,500 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790065, Location: 0.2 MI. E. JCT. SR1751 (Lat: 34.982514, Lng: -80.527308), Route carried "on" structure: US 74, Year Built: 1989, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 20,500 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790068, Location: 0.2 MI. E. JCT. SR1751 (Lat: 34.982561, Lng: -80.527086), Route carried "on" structure: US 74, Year Built: 1989, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 20,500 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790068, Location: 0.2 MI. E. JCT. SR1751 (Lat: 34.982561, Lng: -80.527086), Route carried "on" structure: US 74, Year Built: 1989, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 20,500 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEABOARD COASTLINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 179007, Location: 0.1 MI. N. JCT. SR1748 (Lat: 35.044472, Lng: -80.393906), Route carried "on" structure: State highway 1747, Year Built: 1977, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 1992), Average Future Daily Traffic: 100 (year 2040), Features Intersected: JACKS 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 179007, Location: 0.1 MI. N. JCT. SR1748 (Lat: 35.044472, Lng: -80.393906), Route carried "on" structure: State highway 1747, Year Built: 1977, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 1992), Average Future Daily Traffic: 100 (year 2040), Features Intersected: JACKS 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790075, Location: 0.6 MI. E. JCT. SR1630 (Lat: 35.030489, Lng: -80.451044), Route carried "on" structure: State highway 1006, Year Built: 1981, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,500 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: MEADOW BRANCH
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790075, Location: 0.6 MI. E. JCT. SR1630 (Lat: 35.030489, Lng: -80.451044), Route carried "on" structure: State highway 1006, Year Built: 1981, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,500 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: MEADOW BRANCH
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790076, Location: 0.2 MI. E. JCT. SR1606 (Lat: 35.032156, Lng: -80.471681), Route carried "on" structure: State highway 1006, Year Built: 1964, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 2,400 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: H 15, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.9m (58.7ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790076, Location: 0.2 MI. E. JCT. SR1606 (Lat: 35.032156, Lng: -80.471681), Route carried "on" structure: State highway 1006, Year Built: 1964, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 2,400 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: H 15, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.9m (58.7ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790077, Location: 0.8 MI. E. JCT. SR1758 (Lat: 34.998675, Lng: -80.475833), Route carried "on" structure: State highway 1751, Year Built: 2013, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 3,900 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 7,800 (year 2040), Design Load: HL 93, Features Intersected: RAYS FORK 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: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790077, Location: 0.8 MI. E. JCT. SR1758 (Lat: 34.998675, Lng: -80.475833), Route carried "on" structure: State highway 1751, Year Built: 2013, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 3,900 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 7,800 (year 2040), Design Load: HL 93, Features Intersected: RAYS FORK 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: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790078, Location: 1.1 MI. E. JCT. US74 (Lat: 34.989756, Lng: -80.509997), Route carried "on" structure: State highway 1751, Year Built: 1967, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 13,200 (year 2040), Design Load: HS 15, Features Intersected: RICHARDSON 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790078, Location: 1.1 MI. E. JCT. US74 (Lat: 34.989756, Lng: -80.509997), Route carried "on" structure: State highway 1751, Year Built: 1967, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 13,200 (year 2040), Design Load: HS 15, Features Intersected: RICHARDSON 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 179008, Location: 0.2 MI. E. JCT. SR1941 (Lat: 34.954386, Lng: -80.480633), Route carried "on" structure: State highway 1003, Year Built: 1962, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 460 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 920 (year 2040), Features Intersected: FLAG BRANCH
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 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: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 179008, Location: 0.2 MI. E. JCT. SR1941 (Lat: 34.954386, Lng: -80.480633), Route carried "on" structure: State highway 1003, Year Built: 1962, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 460 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 920 (year 2040), Features Intersected: FLAG BRANCH
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 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: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790084, Location: 0.2 MI. E. JCT. SR1941 (Lat: 34.961028, Lng: -80.482811), Route carried "on" structure: State highway 1962, Year Built: 1999, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 780 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,560 (year 2040), Design Load: HS 20+Mod, Features Intersected: FLAG BRANCH
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.7 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, Inspection Date: December 2020
Structure Number: 1790084, Location: 0.2 MI. E. JCT. SR1941 (Lat: 34.961028, Lng: -80.482811), Route carried "on" structure: State highway 1962, Year Built: 1999, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 780 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,560 (year 2040), Design Load: HS 20+Mod, Features Intersected: FLAG BRANCH
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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.7 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, Inspection Date: December 2020
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Structure Number: 1790085, Location: 0.4 MI. E. JCT. US601 (Lat: 34.974106, Lng: -80.509908), Route carried "on" structure: US 74, Year Built: 1937, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: H 15, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790085, Location: 0.4 MI. E. JCT. US601 (Lat: 34.974106, Lng: -80.509908), Route carried "on" structure: US 74, Year Built: 1937, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: H 15, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790086, Location: 0.4 MI. E. JCT. US601 (Lat: 34.974267, Lng: -80.510019), Route carried "on" structure: US 74, Year Built: 1970, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790086, Location: 0.4 MI. E. JCT. US601 (Lat: 34.974267, Lng: -80.510019), Route carried "on" structure: US 74, Year Built: 1970, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 74), Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790101, Location: 0.6 MI. N. JCT. SR1903 (Lat: 34.954583, Lng: -80.351344), Route carried "on" structure: State highway 1005, Year Built: 2014, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HL 93, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790101, Location: 0.6 MI. N. JCT. SR1903 (Lat: 34.954583, Lng: -80.351344), Route carried "on" structure: State highway 1005, Year Built: 2014, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HL 93, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790107, Location: 0.1 MI.N.JCT.E.ALLEN ST. (Lat: 34.989472, Lng: -80.546639), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,000 (year 1984), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEARSKIN CREEK, Facility Carried by Structure: MILLER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 74.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 1790107, Location: 0.1 MI.N.JCT.E.ALLEN ST. (Lat: 34.989472, Lng: -80.546639), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,000 (year 1984), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEARSKIN CREEK, Facility Carried by Structure: MILLER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 74.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 179011, Location: 0.5 MI.S.JCT.SR1921 (Lat: 34.825089, Lng: -80.353169), Route carried "on" structure: State highway 1919, Year Built: 2019, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 490 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 980 (year 2040), Design Load: HL 93, Features Intersected: BROWN 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 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: 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
Structure Number: 179011, Location: 0.5 MI.S.JCT.SR1921 (Lat: 34.825089, Lng: -80.353169), Route carried "on" structure: State highway 1919, Year Built: 2019, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 490 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 980 (year 2040), Design Load: HL 93, Features Intersected: BROWN 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 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: 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
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Structure Number: 1790116, Location: .29 MI.S.JCT.US74 (Lat: 34.991100, Lng: -80.543522), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,800 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEARSKIN CREEK, Facility Carried by Structure: STAFFORD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 1790116, Location: .29 MI.S.JCT.US74 (Lat: 34.991100, Lng: -80.543522), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,800 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEARSKIN CREEK, Facility Carried by Structure: STAFFORD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 1790124, Location: 0.7 MI. S. JCT. SR1003 (Lat: 34.945047, Lng: -80.482425), Route carried "on" structure: State highway 1941, Year Built: 2012, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 1,300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HL 93, Features Intersected: FLAG BRANCH
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790124, Location: 0.7 MI. S. JCT. SR1003 (Lat: 34.945047, Lng: -80.482425), Route carried "on" structure: State highway 1941, Year Built: 2012, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 1,300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HL 93, Features Intersected: FLAG BRANCH
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790141, Location: 0.1 MI. W. JCT. NC207 (Lat: 34.851358, Lng: -80.531522), Route carried "on" structure: State highway 2153, Year Built: 1959, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Features Intersected: RACOON 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790141, Location: 0.1 MI. W. JCT. NC207 (Lat: 34.851358, Lng: -80.531522), Route carried "on" structure: State highway 2153, Year Built: 1959, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2040), Features Intersected: RACOON 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790144, Location: 0.35 MI. N. JCT. SR2133 (Lat: 34.915014, Lng: -80.520369), Route carried "on" structure: State highway 2115, Year Built: 1963, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Features Intersected: LITTLE RICHARDSON CREEK
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790144, Location: 0.35 MI. N. JCT. SR2133 (Lat: 34.915014, Lng: -80.520369), Route carried "on" structure: State highway 2115, Year Built: 1963, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Features Intersected: LITTLE RICHARDSON CREEK
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790145, Location: 0.5 MI. W. JCT. SR2102 (Lat: 34.925194, Lng: -80.519247), Route carried "on" structure: State highway 2106, Year Built: 1966, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 350 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 700 (year 2040), Features Intersected: LITTLE RICHARDSON CREEK
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: January 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790145, Location: 0.5 MI. W. JCT. SR2102 (Lat: 34.925194, Lng: -80.519247), Route carried "on" structure: State highway 2106, Year Built: 1966, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 350 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 700 (year 2040), Features Intersected: LITTLE RICHARDSON CREEK
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: January 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790146, Location: 0.3 MI. S. JCT. SR2138 (Lat: 34.940314, Lng: -80.514850), Route carried "on" structure: State highway 2102, Year Built: 1939, Year Reconstructed: 2008, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: BUCK BRANCH
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2020, Underwater Inspection Date: January 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790146, Location: 0.3 MI. S. JCT. SR2138 (Lat: 34.940314, Lng: -80.514850), Route carried "on" structure: State highway 2102, Year Built: 1939, Year Reconstructed: 2008, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: BUCK BRANCH
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2020, Underwater Inspection Date: January 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790147, Location: 0.6 MI. S. JCT. SR2181 (Lat: 34.960667, Lng: -80.522583), Route carried "on" structure: State highway 2102, Year Built: 1997, Status: Open, Structure Length: 13.01m (42.68ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: March 2020, Underwater Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1790147, Location: 0.6 MI. S. JCT. SR2181 (Lat: 34.960667, Lng: -80.522583), Route carried "on" structure: State highway 2102, Year Built: 1997, Status: Open, Structure Length: 13.01m (42.68ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: March 2020, Underwater Inspection Date: January 2019, 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: 1790149, Location: 0.2 MI. N. JCT. SR2136 (Lat: 34.926514, Lng: -80.528911), Route carried "on" structure: State highway 2115, Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO LAKE MONROE
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.0 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, Inspection Date: October 2020
Structure Number: 1790149, Location: 0.2 MI. N. JCT. SR2136 (Lat: 34.926514, Lng: -80.528911), Route carried "on" structure: State highway 2115, Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO LAKE MONROE
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.0 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, Inspection Date: October 2020
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Structure Number: 179015, Location: 0.1 MI. N. JCT. SR2144 (Lat: 34.944975, Lng: -80.559744), Route carried "on" structure: State highway 2139, Year Built: 1952, Year Reconstructed: 1987, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 2,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,600 (year 2040), Features Intersected: UT TO RICHARDSON 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 179015, Location: 0.1 MI. N. JCT. SR2144 (Lat: 34.944975, Lng: -80.559744), Route carried "on" structure: State highway 2139, Year Built: 1952, Year Reconstructed: 1987, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 2,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,600 (year 2040), Features Intersected: UT TO RICHARDSON 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790151, Location: 0.65 MI. N. JCT. SR2149 (Lat: 34.925822, Lng: -80.558517), Route carried "on" structure: State highway 2139, Year Built: 2012, Status: Open, Structure Length: 2.52m (8.27ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HL 93, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 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, Inspection Date: March 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790151, Location: 0.65 MI. N. JCT. SR2149 (Lat: 34.925822, Lng: -80.558517), Route carried "on" structure: State highway 2139, Year Built: 2012, Status: Open, Structure Length: 2.52m (8.27ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HL 93, Features Intersected: RICHARDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 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, Inspection Date: March 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous