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Bridge Statistics for Columbia, South Carolina (SC) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Columbia, SC, South Carolina, South Carolina forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 82
Total length: 709 meters (2,326ft) Total costs: $7,028,000 Total average daily traffic: 1,613,452 Total average daily truck traffic: 137,928 National Bridge Inventory (NBI) Registered Bridges for Columbia
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 40100077011, Location: 0.5 MI N OF SC 262 (Lat: 33.978611, Lng: -80.953889), Route carried "on" structure: Interstate 77, Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 58,800 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 59,388 (year 2030), Design Load: HS 20, Features Intersected: S-1301 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.930, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Material/Design: Concrete, Design/Construction: Tunnel, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 45.7m (149.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12 Find on map >> Show street view
Structure Number: 4010007701201, Location: IN COLUMBIA (Lat: 34.055000, Lng: -80.922500), Route carried "on" structure: Interstate 77, Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 67,800 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 68,478 (year 2030), Design Load: HS 20, Features Intersected: UNNAMED_STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.740, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 45.7m (149.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12 Find on map >> Show street view
Structure Number: 4010007711, Location: 2.0 MI N OF SC 768 (Lat: 33.975000, Lng: -80.954722), Route carried "on" structure: Interstate 77, Year Built: 1991, Status: Open, Structure Length: 33.16m (108.79ft), Average Daily Traffic: 29,150 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 29,442 (year 2030), Design Load: HS 20, Features Intersected: US 76/378 & SC 262 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.530, Lanes on structure: 4, Lanes under structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 6, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 31.2m (102.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 33.16m (108.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4010007711071, Location: 2.0 MI N OF SC 768 (Lat: 33.974722, Lng: -80.954722), Route carried "on" structure: Interstate 77, Year Built: 1991, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 7,636 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 16,112 (year 2028), Design Load: HS 20, Features Intersected: US76 RMP TO I-77 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.550, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40100077112, Location: 2.0 MI N OF SC 262 (Lat: 33.987778, Lng: -80.955278), Route carried "on" structure: Interstate 77, Year Built: 1991, Status: Open, Structure Length: 22.49m (73.79ft), Average Daily Traffic: 29,400 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 29,694 (year 2030), Design Load: HS 20, Features Intersected: SC 760 & SOUTH FORK CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.130, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 14, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.49m (73.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4010007711271, Location: 2.0 MI N OF SC 262 (Lat: 33.995833, Lng: -80.958333), Route carried "on" structure: Interstate 77, Year Built: 1991, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 8,414 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 17,754 (year 2028), Design Load: HS 20, Features Intersected: SOUTH FORK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.160, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4010007711273, Location: DECKER BLVD. (Lat: 34.041111, Lng: -80.936667), Route carried "on" structure: Interstate 77, Year Built: 1993, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 7,132 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 15,049 (year 2028), Design Load: HS 20, Features Intersected: I-77 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.660, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.58m (37.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40100077113, Location: 0.5 MI S OF I-20 (Lat: 34.051944, Lng: -80.923056), Route carried "on" structure: Interstate 77, Year Built: 1995, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 33,900 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 34,239 (year 2030), Design Load: HS 20, Features Intersected: SC 12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.750, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4010007731, Location: 2.0 MI N OF SC 768 (Lat: 33.974722, Lng: -80.955278), Route carried "on" structure: Interstate 77, Year Built: 1991, Status: Open, Structure Length: 32.22m (105.71ft), Average Daily Traffic: 29,150 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 29,442 (year 2030), Design Load: HS 20, Features Intersected: US 76/378 & SC 262 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.530, Lanes on structure: 4, Lanes under structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 8, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 32.22m (105.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4010007731171, Location: 0.5 MI N 0F SC 262 (Lat: 33.979722, Lng: -80.955000), Route carried "on" structure: Interstate 77, Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,093 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 12,856 (year 2028), Design Load: HS 20, Features Intersected: S-1301 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.940, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tunnel, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12 Find on map >> Show street view
Structure Number: 40100077312, Location: 2.0 MI N OF SC 262 (Lat: 33.995556, Lng: -80.959167), Route carried "on" structure: Interstate 77, Year Built: 1991, Status: Open, Structure Length: 22.49m (73.79ft), Average Daily Traffic: 29,400 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 29,694 (year 2030), Design Load: HS 20, Features Intersected: SC 760 & SOUTH FORK CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.130, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 14, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.49m (73.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4010007731272, Location: 2.0 MI N OF SC 262 (Lat: 33.995833, Lng: -80.959722), Route carried "on" structure: Interstate 77, Year Built: 1991, Status: Open, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 4,049 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 8,543 (year 2028), Design Load: HS 20, Features Intersected: SOUTH FORK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.89m (42.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40100077313, Location: 0.5 MI S OF I-20 (Lat: 34.051389, Lng: -80.923611), Route carried "on" structure: Interstate 77, Year Built: 1995, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 33,900 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 34,239 (year 2030), Design Load: HS 20, Features Intersected: SC 12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.750, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.69m (31.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40100126002, Location: CITY OF COLA (Lat: 34.008333, Lng: -81.055278), Route carried "on" structure: Interstate 126, Year Built: 1960, Year Reconstructed: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 72,100 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 72,821 (year 2030), Design Load: HS 20, Features Intersected: PINCKENEY ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.060, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 45.7m (149.9ft) Condition: Culverts: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.39m (4.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12 Find on map >> Show street view
Structure Number: 40100126005, Location: CITY OF COLA (Lat: 34.010833, Lng: -81.048056), Route carried "on" structure: Interstate 126, Year Built: 1961, Status: Open, Structure Length: 20.27m (66.50ft), Average Daily Traffic: 44,600 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 45,046 (year 2030), Design Load: HS 20, Features Intersected: S.C.L. RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.95m (68.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 40100126201, Location: COLA CITY LIMITS (Lat: 34.009167, Lng: -81.059444), Route carried "on" structure: Interstate 126, Year Built: 1978, Status: Open, Structure Length: 46.94m (154.00ft), Average Daily Traffic: 36,050 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 36,411 (year 2030), Design Load: HS 20, Features Intersected: BROAD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.650, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 19, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 46.94m (154.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 12, Underwater Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40100126203, Location: CITY OF COLA (Lat: 34.008333, Lng: -81.054444), Route carried "on" structure: Interstate 126, Year Built: 1978, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 36,050 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 36,411 (year 2030), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.120, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40100126204, Location: CITY OF COLA (Lat: 34.009444, Lng: -81.050278), Route carried "on" structure: Interstate 126, Year Built: 1959, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 22,300 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 22,523 (year 2030), Design Load: HS 20, Features Intersected: HUGER ST (LOWER BRIDGE) Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 3.380, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $111,000, Total Project Cost: $666,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40100126401, Location: COLA CITY LIMITS (Lat: 34.009444, Lng: -81.060556), Route carried "on" structure: Interstate 126, Year Built: 1959, Status: Open, Structure Length: 46.94m (154.00ft), Average Daily Traffic: 36,050 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 36,411 (year 2030), Design Load: HS 20, Features Intersected: BROAD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.650, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 22, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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, Length Of Structure Improvement: 46.94m (154.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 12, Underwater Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40100126403, Location: CITY OF COLA (Lat: 34.008611, Lng: -81.054722), Route carried "on" structure: Interstate 126, Year Built: 1959, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 36,050 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 36,411 (year 2030), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.120, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.96m (19.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $52,000, Total Project Cost: $312,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 40100126404, Location: CITY OF COLA (Lat: 34.009167, Lng: -81.050278), Route carried "on" structure: Interstate 126, Year Built: 1959, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 6,570 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 11,497 (year 2027), Design Load: HS 20, Features Intersected: FOR HUGER ST(TOP BR) 126 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.440, Lanes on structure: 1, Lanes under structure: 4, 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: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40200001001, Location: CITY OF COLA (Lat: 33.996111, Lng: -81.050556), Route carried "on" structure: US 1, Year Built: 1927, Status: Open, Structure Length: 43.13m (141.50ft), Average Daily Traffic: 27,300 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 46,956 (year 2030), Design Load: H 20, Features Intersected: CONGAREE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 11, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 43.13m (141.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 10, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $2,882,000, Roadway Improvement Cost: $721,000, Total Project Cost: $4,323,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 4020000100101, Location: IN COLUMBIA (Lat: 33.998611, Lng: -81.041667), Route carried "on" structure: US 1, Year Built: 1987, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 29,300 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 50,396 (year 2030), Design Load: HS 20, Features Intersected: SOUTHERN RR/SCL RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.540, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4020002100102, Location: 0.1 MI W I-126 (Lat: 34.005000, Lng: -81.048056), Route carried "on" structure: US 21, Year Built: 1986, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 32,100 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 55,212 (year 2030), Design Load: HS 20, Features Intersected: SOUTHERN & SCL RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.650, Lanes on structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 40200021002, Location: 3MI N OF COLA (Lat: 34.073056, Lng: -80.999722), Route carried "on" structure: US 21, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 9,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 4,860 (year 2030), Design Load: HS 20, Features Intersected: UNNAMED STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.920, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 45.7m (149.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12 Find on map >> Show street view
Structure Number: 40200021091, Location: CITY OF COLA (Lat: 33.990833, Lng: -81.038056), Route carried "on" structure: Ramp US 21, Year Built: 1953, Year Reconstructed: 1987, Status: Open, Structure Length: 20.94m (68.70ft), Average Daily Traffic: 23,700 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 40,764 (year 2030), Design Load: HS 20, Features Intersected: SOU & S C L RR (BLOSSOM) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.070, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.60m (70.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $60,000, Total Project Cost: $1,312,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >> Show street view
Structure Number: 40200076002, Location: CITY OF COLA (Lat: 33.989722, Lng: -80.974167), Route carried "on" structure: US 76, Year Built: 1940, Year Reconstructed: 1982, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 29,800 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 51,256 (year 2030), Design Load: H 15, Features Intersected: GILLS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.530, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 32.9m (107.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 40200176008, Location: CITY OF COLA (Lat: 34.021667, Lng: -81.045000), Route carried "on" structure: US 176, Year Built: 1936, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 5,700 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 9,804 (year 2030), Design Load: H 20, Features Intersected: S.C.L. RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.280, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $9,000, Total Project Cost: $207,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 4040001200171, Location: 2.0 MI N OF SC 760 (Lat: 34.021667, Lng: -80.946111), Route carried "on" structure: Spur State highway 12, Year Built: 1989, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 17,100 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 29,412 (year 2030), Design Load: HS 20, Features Intersected: I- 77 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.250, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 31.4m (103.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40400012203, Location: IN COLUMBIA (Lat: 34.001944, Lng: -81.044167), Route carried "on" structure: State highway 12, Year Built: 1986, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 7,900 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 13,588 (year 2030), Design Load: HS 20, Features Intersected: CSX AND SOU RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 404000124015, Location: 0.1 MI N. OF HUGER ST. (Lat: 34.003333, Lng: -81.045833), Route carried "on" structure: State highway 12, Year Built: 1986, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 10,950 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 32,193 (year 2030), Design Load: HS 20, Features Intersected: SCL/SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.410, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40400016002, Location: 1 MI W OF S-277 (Lat: 34.029722, Lng: -81.037500), Route carried "on" structure: State highway 16, Year Built: 1943, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 22,300 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 12,042 (year 2030), Design Load: HS 20, Features Intersected: SMITH BRANCH #2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.120, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12 Find on map >> Show street view
Structure Number: 4040027700001, Location: CITY OF COLUMBIA (Lat: 34.026389, Lng: -81.037778), Route carried "on" structure: State highway 277, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 39,800 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 117,012 (year 2030), Design Load: HS 20, Features Intersected: SMITH BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.840, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 45.7m (149.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Other Special Inspection Date: March 10 Find on map >> Show street view
Structure Number: 40400277101, Location: CITY OF COLA (Lat: 34.029722, Lng: -81.035000), Route carried "on" structure: State highway 277, Year Built: 1973, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 19,900 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 58,506 (year 2030), Design Load: HS 20, Features Intersected: S.C. 16 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.120, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40400277301, Location: CITY OF COLA (Lat: 34.029722, Lng: -81.035556), Route carried "on" structure: State highway 277, Year Built: 1973, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 19,900 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 58,506 (year 2030), Design Load: HS 20, Features Intersected: S.C. 16 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.120, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40700050001, Location: 0.10 MI N OF S-1534 (Lat: 33.952500, Lng: -80.959444), Route carried "on" structure: State highway 50, Year Built: 1997, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,500 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 5,130 (year 2030), Design Load: HS 20, Features Intersected: READER POINT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.580, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 36.6m (120.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11 Find on map >> Show street view
Structure Number: 40700228002, Location: COLONIAL DR COLA (Lat: 34.033889, Lng: -81.028889), Route carried "on" structure: State highway 228, Year Built: 1973, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,850 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 3,349 (year 2030), Design Load: HS 15, Features Intersected: S.C. 277 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.430, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40700326001, Location: BROAD ST COLA (Lat: 34.032778, Lng: -81.031389), Route carried "on" structure: State highway 326, Year Built: 1973, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 1,875 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 2,400 (year 2030), Design Load: HS 15, Features Intersected: S.C. 277 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40701070001, Location: WATERS ST COLA (Lat: 34.038333, Lng: -81.026667), Route carried "on" structure: State highway 1070, Year Built: 1985, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 125 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2030), Design Load: HS 20, Features Intersected: SMITH BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40701122001, Location: SHAW ST COLA (Lat: 34.038333, Lng: -81.025000), Route carried "on" structure: State highway 1122, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 188 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 241 (year 2030), Design Load: HS 20, Features Intersected: SMITH BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 40702150001, Location: 0.13 MI S OF SC 12 (Lat: 34.044444, Lng: -80.933333), Route carried "on" structure: State highway 2150, Year Built: 1993, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,188 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,521 (year 2030), Design Load: HS 20, Features Intersected: I-77 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.130, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40702375001, Location: GRAND ST-EAU CLAIRE (Lat: 34.036944, Lng: -81.030278), Route carried "on" structure: State highway 2375, Year Built: 1960, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 138 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 177 (year 2030), Design Load: H 10, Features Intersected: SMITH BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.050, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 40702813001, Location: 0.1 MI E. OF SC 277(BULL) (Lat: 34.026667, Lng: -81.033333), Route carried "on" structure: State highway 2813, Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 12,300 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 6,642 (year 2030), Design Load: HS 20, Features Intersected: SMITH BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.220, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 44.5m (146.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.4 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, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11
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