Bridge Statistics for Midland, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 289ft / 88.3mTotal length
- 63,860Total average daily traffic
- 4,855Total average daily truck traffic
- 127,720Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Midland
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31950-1959
- 41960-1969
- 31970-1979
- 31980-1989
- 41990-1999
- 12000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 50.0%Very good
- 14.3%Good
- 21.4%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 50.0%Very good
- 14.3%Good
- 28.6%Satisfactory
- 7.1%Fair
- Bridge Condition - Substructure
- 28.6%Very good
- 28.6%Good
- 21.4%Satisfactory
- 21.4%Fair
- Bridge Condition - Channel
- 56.5%Good
- 34.8%Satisfactory
- 8.7%Fair
- Bridge Condition - Culverts
- 10.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
Find on map >> Show street view
Structure Number: 25001, Location: 0.1 MI.N.JCT.SR1189 (Lat: 35.225403, Lng: -80.510553), Route carried "on" structure: US 601, Year Built: 1969, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 8,200 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 16,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: MUDDY 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 25001, Location: 0.1 MI.N.JCT.SR1189 (Lat: 35.225403, Lng: -80.510553), Route carried "on" structure: US 601, Year Built: 1969, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 8,200 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 16,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: MUDDY 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Find on map >> Show street view
Structure Number: 250021, Location: 100 FT. S. JCT. SR1112 (Lat: 35.228069, Lng: -80.508731), Route carried "on" structure: US 601, Year Built: 1968, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 7,300 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 14,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: CAROLINA & N.WESTERN RR
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: 10.0m (32.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 250021, Location: 100 FT. S. JCT. SR1112 (Lat: 35.228069, Lng: -80.508731), Route carried "on" structure: US 601, Year Built: 1968, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 7,300 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 14,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: CAROLINA & N.WESTERN RR
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: 10.0m (32.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 250022, Location: 0.2 MI. W. JCT. SR1100 (Lat: 35.254850, Lng: -80.473161), Route carried "on" structure: State highway 24, Year Built: 1923, Year Reconstructed: 1957, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: H 15, Features Intersected: ROCKY RIVER
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), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 250022, Location: 0.2 MI. W. JCT. SR1100 (Lat: 35.254850, Lng: -80.473161), Route carried "on" structure: State highway 24, Year Built: 1923, Year Reconstructed: 1957, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: H 15, Features Intersected: ROCKY RIVER
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), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 250037, Location: 0.2 MI. S. JCT. SR1006 (Lat: 35.266908, Lng: -80.501892), Route carried "on" structure: US 601, Year Built: 1971, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 9,200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 18,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 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: 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: 250037, Location: 0.2 MI. S. JCT. SR1006 (Lat: 35.266908, Lng: -80.501892), Route carried "on" structure: US 601, Year Built: 1971, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 9,200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 18,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 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: 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
Find on map >> Show street view
Structure Number: 25006, Location: 0.4 MI. N. JCT. SR1148 (Lat: 35.324353, Lng: -80.515364), Route carried "on" structure: US 601, Year Built: 1971, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 6,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25006, Location: 0.4 MI. N. JCT. SR1148 (Lat: 35.324353, Lng: -80.515364), Route carried "on" structure: US 601, Year Built: 1971, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 6,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 250141, Location: 0.8 MI. E. JCT. SR1178 (Lat: 35.221111, Lng: -80.486981), Route carried "on" structure: State highway 1114, Year Built: 1966, Status: Temporarily open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: ROCKY RIVER
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: 6, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 250141, Location: 0.8 MI. E. JCT. SR1178 (Lat: 35.221111, Lng: -80.486981), Route carried "on" structure: State highway 1114, Year Built: 1966, Status: Temporarily open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: ROCKY RIVER
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: 6, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 250142, Location: 0.4 MI.S.JCT.SR1114 (Lat: 35.222597, Lng: -80.502094), Route carried "on" structure: State highway 1113, Year Built: 2012, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 210 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Design Load: HL 93, Features Intersected: MUDDY 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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.3 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: 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 250142, Location: 0.4 MI.S.JCT.SR1114 (Lat: 35.222597, Lng: -80.502094), Route carried "on" structure: State highway 1113, Year Built: 2012, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 210 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2040), Design Load: HL 93, Features Intersected: MUDDY 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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.3 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: 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 250143, Location: 0.1 MI. N. JCT. SR1117 (Lat: 35.234564, Lng: -80.543567), Route carried "on" structure: State highway 1121, Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 730 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: HS 20+Mod, Features Intersected: MUDDY 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), Skew: 1 degrees, Material/Design: Concrete continuous, 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: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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
Structure Number: 250143, Location: 0.1 MI. N. JCT. SR1117 (Lat: 35.234564, Lng: -80.543567), Route carried "on" structure: State highway 1121, Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 730 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: HS 20+Mod, Features Intersected: MUDDY 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), Skew: 1 degrees, Material/Design: Concrete continuous, 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: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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
Find on map >> Show street view
Structure Number: 250145, Location: 0.3 MI. S. JCT. SR1131 (Lat: 35.219200, Lng: -80.566578), Route carried "on" structure: State highway 1121, Year Built: 2012, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 730 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: HS 20+Mod, Features Intersected: WILEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 250145, Location: 0.3 MI. S. JCT. SR1131 (Lat: 35.219200, Lng: -80.566578), Route carried "on" structure: State highway 1121, Year Built: 2012, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 730 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: HS 20+Mod, Features Intersected: WILEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 250146, Location: 0.3 MI. N. JCT. SR1133 (Lat: 35.228044, Lng: -80.570108), Route carried "on" structure: State highway 1132, Year Built: 1998, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 650 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: FAR 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), 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: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 250146, Location: 0.3 MI. N. JCT. SR1133 (Lat: 35.228044, Lng: -80.570108), Route carried "on" structure: State highway 1132, Year Built: 1998, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 650 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: FAR 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), 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: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 250155, Location: 0.8 MI.S.JCT.US601 (Lat: 35.272392, Lng: -80.510894), Route carried "on" structure: State highway 1123, Year Built: 1988, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 510 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2040), Design Load: HS 20+Mod, Features Intersected: ANDERSON 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: 3, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: 250155, Location: 0.8 MI.S.JCT.US601 (Lat: 35.272392, Lng: -80.510894), Route carried "on" structure: State highway 1123, Year Built: 1988, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 510 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2040), Design Load: HS 20+Mod, Features Intersected: ANDERSON 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: 3, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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
Find on map >> Show street view
Structure Number: 250207, Location: 0.3 MI. W. JCT. SR1146 (Lat: 35.280872, Lng: -80.527897), Route carried "on" structure: State highway 1143, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 710 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,420 (year 2040), Design Load: HL 93, Features Intersected: UT TO ANDERSON 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 55.3 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 250207, Location: 0.3 MI. W. JCT. SR1146 (Lat: 35.280872, Lng: -80.527897), Route carried "on" structure: State highway 1143, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 710 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,420 (year 2040), Design Load: HL 93, Features Intersected: UT TO ANDERSON 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 55.3 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 25021, Location: 0.6 MI. N. JCT. SR1106 (Lat: 35.287250, Lng: -80.490369), Route carried "on" structure: State highway 1006, Year Built: 1975, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,600 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (year 2040), Features Intersected: BOST 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: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 22.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25021, Location: 0.6 MI. N. JCT. SR1106 (Lat: 35.287250, Lng: -80.490369), Route carried "on" structure: State highway 1006, Year Built: 1975, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,600 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (year 2040), Features Intersected: BOST 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: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 22.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 250216, Location: 1.0 MI. S. JCT. SR1143 (Lat: 35.271647, Lng: -80.523356), Route carried "on" structure: State highway 1145, Year Built: 1986, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Features Intersected: ANDERSON 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: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 250216, Location: 1.0 MI. S. JCT. SR1143 (Lat: 35.271647, Lng: -80.523356), Route carried "on" structure: State highway 1145, Year Built: 1986, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Features Intersected: ANDERSON 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: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 250236, Location: 0.2 MI. W. JCT. US601 (Lat: 35.317181, Lng: -80.520478), Route carried "on" structure: State highway 1148, Year Built: 2013, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 580 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 1,160 (year 2040), Design Load: HL 93, Features Intersected: BRANCH OF ROCKY RIVER
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), 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: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 250236, Location: 0.2 MI. W. JCT. US601 (Lat: 35.317181, Lng: -80.520478), Route carried "on" structure: State highway 1148, Year Built: 2013, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 580 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 1,160 (year 2040), Design Load: HL 93, Features Intersected: BRANCH OF ROCKY RIVER
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), 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: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 250244, Location: 0.2 MI. S. JCT. SR1177 (Lat: 35.260383, Lng: -80.529500), Route carried "on" structure: State highway 1145, Year Built: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 460 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HL 93, Features Intersected: UT TO MUDDY 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 73.4 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: July 2021
Structure Number: 250244, Location: 0.2 MI. S. JCT. SR1177 (Lat: 35.260383, Lng: -80.529500), Route carried "on" structure: State highway 1145, Year Built: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 460 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 920 (year 2040), Design Load: HL 93, Features Intersected: UT TO MUDDY 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 73.4 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: July 2021
Find on map >> Show street view
Structure Number: 25025, Location: 0.4 MI. W. JCT. SR1117 (Lat: 35.216306, Lng: -80.545450), Route carried "on" structure: State highway 1118, Year Built: 1967, Status: Temporarily open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HS 15, Features Intersected: CLEAR 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, 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: 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25025, Location: 0.4 MI. W. JCT. SR1117 (Lat: 35.216306, Lng: -80.545450), Route carried "on" structure: State highway 1118, Year Built: 1967, Status: Temporarily open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HS 15, Features Intersected: CLEAR 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, 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: 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 250324, Location: 0.5 MI. N. JCT. SR1135 (Lat: 35.268522, Lng: -80.591950), Route carried "on" structure: State highway 1134, Year Built: 1956, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 740 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,480 (year 2040), Design Load: HS 20+Mod, Features Intersected: CALDWELL 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), Skew: 2 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: 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: Febuary 2022
Structure Number: 250324, Location: 0.5 MI. N. JCT. SR1135 (Lat: 35.268522, Lng: -80.591950), Route carried "on" structure: State highway 1134, Year Built: 1956, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 740 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,480 (year 2040), Design Load: HS 20+Mod, Features Intersected: CALDWELL 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), Skew: 2 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: 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: Febuary 2022
Find on map >> Show street view
Structure Number: 250329, Location: 0.1 MI. N. JCT. US601 (Lat: 35.225175, Lng: -80.510283), Route carried "on" structure: State highway 1189, Year Built: 1955, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 970 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,940 (year 2040), Design Load: HS 20+Mod, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: May 2021
Structure Number: 250329, Location: 0.1 MI. N. JCT. US601 (Lat: 35.225175, Lng: -80.510283), Route carried "on" structure: State highway 1189, Year Built: 1955, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 970 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,940 (year 2040), Design Load: HS 20+Mod, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: May 2021
Find on map >> Show street view
Structure Number: 250333, Location: 1.3 MI. W. JCT. SR1125 (Lat: 35.275692, Lng: -80.535400), Route carried "on" structure: State highway 1187, Year Built: 1985, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 520 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,040 (year 2040), Design Load: HS 20+Mod, Features Intersected: HORTON 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: 2.4m (7.9ft)
Condition: Channel: Good, 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: April 2020
Structure Number: 250333, Location: 1.3 MI. W. JCT. SR1125 (Lat: 35.275692, Lng: -80.535400), Route carried "on" structure: State highway 1187, Year Built: 1985, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 520 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,040 (year 2040), Design Load: HS 20+Mod, Features Intersected: HORTON 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: 2.4m (7.9ft)
Condition: Channel: Good, 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: April 2020
Find on map >> Show street view
Structure Number: 250341, Location: 0.2 MI. W. JCT. SR1100 (Lat: 35.255039, Lng: -80.473072), Route carried "on" structure: State highway 24, Year Built: 1994, Status: Open, Structure Length: 16.27m (53.38ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 250341, Location: 0.2 MI. W. JCT. SR1100 (Lat: 35.255039, Lng: -80.473072), Route carried "on" structure: State highway 24, Year Built: 1994, Status: Open, Structure Length: 16.27m (53.38ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1190062, Location: 0.3 MI. S. JCT. SR3102 (Lat: 35.208383, Lng: -80.579667), Route carried "on" structure: State highway 3181, Year Built: 1959, Year Reconstructed: 1982, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 800 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,600 (year 2040), Features Intersected: CLEAR 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: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1190062, Location: 0.3 MI. S. JCT. SR3102 (Lat: 35.208383, Lng: -80.579667), Route carried "on" structure: State highway 3181, Year Built: 1959, Year Reconstructed: 1982, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 800 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,600 (year 2040), Features Intersected: CLEAR 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: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1190063, Location: 150 FT. N. JCT. SR4154 (Lat: 35.221431, Lng: -80.575994), Route carried "on" structure: State highway 3101, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 780 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,560 (year 2040), Design Load: HS 20+Mod, Features Intersected: WILEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 1190063, Location: 150 FT. N. JCT. SR4154 (Lat: 35.221431, Lng: -80.575994), Route carried "on" structure: State highway 3101, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 780 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,560 (year 2040), Design Load: HS 20+Mod, Features Intersected: WILEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 1190064, Location: 0.1 MI. W. JCT. SR3181 (Lat: 35.211956, Lng: -80.581161), Route carried "on" structure: State highway 3102, Year Built: 1999, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 670 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,340 (year 2040), Design Load: HS 20, Features Intersected: SHERMAN BRANCH 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: 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: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 1190064, Location: 0.1 MI. W. JCT. SR3181 (Lat: 35.211956, Lng: -80.581161), Route carried "on" structure: State highway 3102, Year Built: 1999, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 670 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,340 (year 2040), Design Load: HS 20, Features Intersected: SHERMAN BRANCH 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: 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: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021