Bridge Statistics for Marshville, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 164ft / 50.4mTotal length
- 51,260Total average daily traffic
- 6,300Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Marshville
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 21960-1969
- 31970-1979
- 11980-1989
- 51990-1999
- 22000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- Bridge Condition - Deck
- 70.0%Good
- 30.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Excellent
- 20.0%Good
- 50.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 20.0%Excellent
- 20.0%Good
- 30.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 83.3%Good
- 16.7%Satisfactory
- Bridge Condition - Culverts
- 40.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
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Structure Number: 170132, Location: 0.2MI.N.JCT.SR1176 (Lat: 34.535297, Lng: -78.822353), Route carried "on" structure: State highway 1178, Year Built: 2002, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 460 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRYANT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 170132, Location: 0.2MI.N.JCT.SR1176 (Lat: 34.535297, Lng: -78.822353), Route carried "on" structure: State highway 1178, Year Built: 2002, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 460 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRYANT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790018, Location: 0.1 MI. S. JCT. SR1749 (Lat: 35.012661, Lng: -80.377167), Route carried "on" structure: State highway 205, Year Built: 1936, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 1,900 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: H 15, Features Intersected: SALEM 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1790018, Location: 0.1 MI. S. JCT. SR1749 (Lat: 35.012661, Lng: -80.377167), Route carried "on" structure: State highway 205, Year Built: 1936, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 1,900 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: H 15, Features Intersected: SALEM 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1790055, Location: 0.6 MI. N. JCT. SR1736 (Lat: 35.028458, Lng: -80.357747), Route carried "on" structure: State highway 1741, Year Built: 1994, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 640 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: HS 20+Mod, Features Intersected: BECKY 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 1790055, Location: 0.6 MI. N. JCT. SR1736 (Lat: 35.028458, Lng: -80.357747), Route carried "on" structure: State highway 1741, Year Built: 1994, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 640 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: HS 20+Mod, Features Intersected: BECKY 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 1790061, Location: 1.0 MI. E. JCT. NC205 (Lat: 35.050311, Lng: -80.366561), Route carried "on" structure: State highway 1745, Year Built: 1973, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 140 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2040), Features Intersected: SALEM CREEK
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790061, Location: 1.0 MI. E. JCT. NC205 (Lat: 35.050311, Lng: -80.366561), Route carried "on" structure: State highway 1745, Year Built: 1973, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 140 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2040), Features Intersected: SALEM CREEK
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), 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: 1790062, Location: 1.1 MI.E.JCT.NC205 (Lat: 35.044564, Lng: -80.363214), Route carried "on" structure: State highway 1002, Year Built: 1977, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 810 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,620 (year 2040), Features Intersected: SALEM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790062, Location: 1.1 MI.E.JCT.NC205 (Lat: 35.044564, Lng: -80.363214), Route carried "on" structure: State highway 1002, Year Built: 1977, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 810 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,620 (year 2040), Features Intersected: SALEM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), 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: 1790067, Location: 0.4 MI. E. JCT. SR1753 (Lat: 34.995669, Lng: -80.391117), Route carried "on" structure: State highway 1751, Year Built: 1982, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,500 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: SALEM 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: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 1790067, Location: 0.4 MI. E. JCT. SR1753 (Lat: 34.995669, Lng: -80.391117), Route carried "on" structure: State highway 1751, Year Built: 1982, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,500 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: SALEM 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: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: Better than 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: 1790088, Location: 0.55 MI. E. JCT. SR1903 (Lat: 34.938144, Lng: -80.412022), Route carried "on" structure: State highway 1934, Year Built: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 410 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 820 (year 2040), Design Load: HL 93, Features Intersected: REEDY 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: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.0 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: September 2020
Structure Number: 1790088, Location: 0.55 MI. E. JCT. SR1903 (Lat: 34.938144, Lng: -80.412022), Route carried "on" structure: State highway 1934, Year Built: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 410 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 820 (year 2040), Design Load: HL 93, Features Intersected: REEDY 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: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.0 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: September 2020
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Structure Number: 179009, Location: 0.6 MI. E. JCT. SR1903 (Lat: 34.948003, Lng: -80.393864), Route carried "on" structure: State highway 1947, Year Built: 1956, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 250 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Features Intersected: MAPLE SPRINGS 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: 7.3m (24.0ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: 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: 179009, Location: 0.6 MI. E. JCT. SR1903 (Lat: 34.948003, Lng: -80.393864), Route carried "on" structure: State highway 1947, Year Built: 1956, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 250 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Features Intersected: MAPLE SPRINGS 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: 7.3m (24.0ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: 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: 1790091, Location: 0.2 MI. E. JCT. SR1934 (Lat: 34.936606, Lng: -80.409019), Route carried "on" structure: State highway 1947, Year Built: 1992, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 250 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20+Mod, Features Intersected: REEDY 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.4 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: September 2020
Structure Number: 1790091, Location: 0.2 MI. E. JCT. SR1934 (Lat: 34.936606, Lng: -80.409019), Route carried "on" structure: State highway 1947, Year Built: 1992, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 250 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20+Mod, Features Intersected: REEDY 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.4 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: September 2020
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Structure Number: 1790092, Location: 0.1 MI. E. JCT. SR1947 (Lat: 34.942081, Lng: -80.399783), Route carried "on" structure: State highway 1903, Year Built: 1963, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), 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: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% 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: 1790092, Location: 0.1 MI. E. JCT. SR1947 (Lat: 34.942081, Lng: -80.399783), Route carried "on" structure: State highway 1903, Year Built: 1963, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), 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: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% 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: 1790093, Location: 0.5 MI. N. JCT. SR1903 (Lat: 34.943464, Lng: -80.383894), Route carried "on" structure: State highway 1937, Year Built: 1960, Year Reconstructed: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 940 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,880 (year 2040), Design Load: HS 20+Mod, Features Intersected: HANEY 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: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 51.7 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: 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, 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: 1790093, Location: 0.5 MI. N. JCT. SR1903 (Lat: 34.943464, Lng: -80.383894), Route carried "on" structure: State highway 1937, Year Built: 1960, Year Reconstructed: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 940 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,880 (year 2040), Design Load: HS 20+Mod, Features Intersected: HANEY 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: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 51.7 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: 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, 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: 1790094, Location: 0.6 MI. N. JCT. SR1903 (Lat: 34.945811, Lng: -80.384161), Route carried "on" structure: State highway 1937, Year Built: 1998, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 940 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,880 (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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 1790094, Location: 0.6 MI. N. JCT. SR1903 (Lat: 34.945811, Lng: -80.384161), Route carried "on" structure: State highway 1937, Year Built: 1998, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 940 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 1,880 (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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 1790095, Location: 0.4 MI. S. JCT. SR1947 (Lat: 34.928753, Lng: -80.417008), Route carried "on" structure: State highway 1948, Year Built: 2014, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 90 (year 2012), Average Future Daily Traffic: 180 (year 2040), 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: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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: August 2021
Structure Number: 1790095, Location: 0.4 MI. S. JCT. SR1947 (Lat: 34.928753, Lng: -80.417008), Route carried "on" structure: State highway 1948, Year Built: 2014, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 90 (year 2012), Average Future Daily Traffic: 180 (year 2040), 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: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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: August 2021
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Structure Number: 1790098, Location: 0.7 MI.N.JCT.SR1934 (Lat: 34.932800, Lng: -80.358108), Route carried "on" structure: State highway 1929, Year Built: 1956, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 170 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 340 (year 2040), Features Intersected: BARKER'S BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), 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: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1790098, Location: 0.7 MI.N.JCT.SR1934 (Lat: 34.932800, Lng: -80.358108), Route carried "on" structure: State highway 1929, Year Built: 1956, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 170 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 340 (year 2040), Features Intersected: BARKER'S BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), 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: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1790099, Location: 0.5 MI. N. JCT. SR1903 (Lat: 34.952233, Lng: -80.359953), Route carried "on" structure: State highway 1902, Year Built: 1992, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,600 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: 1790099, Location: 0.5 MI. N. JCT. SR1903 (Lat: 34.952233, Lng: -80.359953), Route carried "on" structure: State highway 1902, Year Built: 1992, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,600 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: 1790102, Location: 0.7 MI. E. JCT. SR1904 (Lat: 34.945475, Lng: -80.321575), Route carried "on" structure: State highway 1903, Year Built: 1978, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 15, Features Intersected: LANES 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 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: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790102, Location: 0.7 MI. E. JCT. SR1904 (Lat: 34.945475, Lng: -80.321575), Route carried "on" structure: State highway 1903, Year Built: 1978, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 15, Features Intersected: LANES 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 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: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790287, Location: 0.3 MI. W. JCT. SR1900 (Lat: 34.977253, Lng: -80.318914), Route carried "on" structure: State highway 1901, Year Built: 2003, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 460 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HS 20+Mod, Features Intersected: LICK BRANCH
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), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: 1790287, Location: 0.3 MI. W. JCT. SR1900 (Lat: 34.977253, Lng: -80.318914), Route carried "on" structure: State highway 1901, Year Built: 2003, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 460 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HS 20+Mod, Features Intersected: LICK BRANCH
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), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: 1790445, Location: 0.2 MI. N. JCT. US74 (Lat: 34.989269, Lng: -80.318686), Route carried "on" structure: State highway 1733, Year Built: 1996, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: WIDE MOUTH 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: January 2021, Underwater Inspection Date: January 2021
Structure Number: 1790445, Location: 0.2 MI. N. JCT. US74 (Lat: 34.989269, Lng: -80.318686), Route carried "on" structure: State highway 1733, Year Built: 1996, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: WIDE MOUTH 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: January 2021, Underwater Inspection Date: January 2021
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Structure Number: 1790511, Location: 0.5 MI. E. JCT. SR1754 (Lat: 34.984992, Lng: -80.404431), Route carried "on" structure: US 74, Year Built: 2018, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 10,500 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HL 93, Features Intersected: US74 WB & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.211, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790511, Location: 0.5 MI. E. JCT. SR1754 (Lat: 34.984992, Lng: -80.404431), Route carried "on" structure: US 74, Year Built: 2018, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 10,500 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HL 93, Features Intersected: US74 WB & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.211, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790512, Location: 0.5 MI. E. JCT. SR1754 (Lat: 34.985486, Lng: -80.404556), Route carried "on" structure: US 74, Year Built: 2018, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 10,500 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HL 93, Features Intersected: US74EB & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.211, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1790512, Location: 0.5 MI. E. JCT. SR1754 (Lat: 34.985486, Lng: -80.404556), Route carried "on" structure: US 74, Year Built: 2018, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 10,500 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HL 93, Features Intersected: US74EB & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.211, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1790511, Location: 0.5 MI. E. JCT. SR1754 (Lat: 34.984992, Lng: -80.404431), Route carried "under" structure: US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Features Intersected: US74 BYP WB
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 1790511, Location: 0.5 MI. E. JCT. SR1754 (Lat: 34.984992, Lng: -80.404431), Route carried "under" structure: US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2017), Truck Traffic: 14%, Features Intersected: US74 BYP WB
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 1790512, Location: 0.5 MI. E. JCT. SR1754 (Lat: 34.985486, Lng: -80.404556), Route carried "under" structure: US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2018), Truck Traffic: 14%, Features Intersected: US74 BYP EB
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.2m (118.8ft)
Structure Number: 1790512, Location: 0.5 MI. E. JCT. SR1754 (Lat: 34.985486, Lng: -80.404556), Route carried "under" structure: US 74, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2018), Truck Traffic: 14%, Features Intersected: US74 BYP EB
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.2m (118.8ft)