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Bridge Statistics for North Charleston, South Carolina (SC) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: North Charleston, SC, South Carolina, South Carolina forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 63 Total length: 2,515 meters (8,251ft) Total costs: $7,443,000 Total average daily traffic: 1,409,690 Total average daily truck traffic: 144,387 National Bridge Inventory (NBI) Registered Bridges for North Charleston
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1010002600891, Location: IN CHARLESTON (Lat: 32.836667, Lng: -79.961667), Route carried "on" structure: Interstate 26, Year Built: 1966, Status: Open, Structure Length: 19.87m (65.19ft), Average Daily Traffic: 4,250 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 6,800 (year 2024), Design Load: HS 20, Features Intersected: EB TO US 52 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 217.560, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.56m (67.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,295,000, Roadway Improvement Cost: $324,000, Total Project Cost: $1,943,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010002600991, Location: IN CHARLESTON (Lat: 32.835000, Lng: -79.958333), Route carried "on" structure: Interstate 26, Year Built: 1963, Status: Open, Structure Length: 36.27m (119.00ft), Average Daily Traffic: 2,559 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 2,866 (year 2024), Design Load: HS 20, Features Intersected: SPRUILL CON TO EBL & RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 217.890, Lanes on structure: 1, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 36.27m (119.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010002600992, Location: IN CHARLESTON (Lat: 32.835000, Lng: -79.958333), Route carried "on" structure: Interstate 26, Year Built: 1963, Status: Open, Structure Length: 19.69m (64.60ft), Average Daily Traffic: 2,708 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 3,033 (year 2024), Design Load: HS 20, Features Intersected: WBL CON TO SPRUILL & RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 217.890, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 19.69m (64.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10100526217, Location: IN N CHARLESTON (Lat: 32.861667, Lng: -80.026667), Route carried "on" structure: Interstate 526, Year Built: 1986, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 38,550 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 61,680 (year 2026), Design Load: HS 20, Features Intersected: S-62 MONTAGUE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.500, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10100526218, Location: IN N CHARLESTON (Lat: 32.866667, Lng: -80.026667), Route carried "on" structure: Interstate 526, Year Built: 1986, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 39,700 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 63,520 (year 2026), Design Load: HS 20, Features Intersected: AIRPORT ACCESS__C-4486 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 22.6m (74.1ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052622, Location: IN N. CHARLESTON (Lat: 32.881667, Lng: -80.020000), Route carried "on" structure: Interstate 526, Year Built: 1990, Status: Open, Structure Length: 81.23m (266.50ft), Average Daily Traffic: 39,700 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 63,520 (year 2026), Design Load: HS 20, Features Intersected: I-26 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.890, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes, 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: 4, Number Of Approach Spans: 29, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 81.23m (266.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052622071, Location: IN N. CHARLESTON (Lat: 32.880000, Lng: -80.020000), Route carried "on" structure: Interstate 526, Year Built: 1990, Status: Open, Structure Length: 73.15m (239.99ft), Average Daily Traffic: 12,018 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 13,460 (year 2024), Design Load: HS 20, Features Intersected: RAMP TO I-26WB FR I526EB Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 7.040, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 31, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 73.15m (239.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052622072, Location: IN N. CHARLESTON (Lat: 32.880000, Lng: -80.020000), Route carried "on" structure: Interstate 526, Year Built: 1989, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 12,018 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 13,460 (year 2024), Design Load: HS 20, Features Intersected: RAMP TO I-26EB FR I526EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.040, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.45m (31.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052622073, Location: IN N. CHARLESTON (Lat: 32.880000, Lng: -80.020000), Route carried "on" structure: Interstate 526, Year Built: 1989, Status: Open, Structure Length: 19.39m (63.62ft), Average Daily Traffic: 16,819 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 18,837 (year 2024), Design Load: HS 20, Features Intersected: RAMP FR I-26EB TO I526EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.040, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.39m (63.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052622074, Location: IN N. CHARLESTON (Lat: 32.880000, Lng: -80.018333), Route carried "on" structure: Interstate 526, Year Built: 1989, Status: Open, Structure Length: 19.35m (63.48ft), Average Daily Traffic: 7,483 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 8,381 (year 2024), Design Load: HS 20, Features Intersected: RAMP FR I-26WB TO I526EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.040, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.35m (63.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10100526221, Location: IN N. CHARLESTON (Lat: 32.893333, Lng: -79.986667), Route carried "on" structure: Interstate 526, Year Built: 1992, Status: Open, Structure Length: 323.55m (1061.52ft), Average Daily Traffic: 37,650 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 60,240 (year 2026), Design Load: HS 20, Features Intersected: (URBAN AREA) US 52 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.620, Lanes on structure: 2, Lanes under structure: 18, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 229, Length of Maximum Span: 61.6m (202.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 323.55m (1061.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052622171, Location: IN N. CHARLESTON (Lat: 32.890000, Lng: -80.010000), Route carried "on" structure: Interstate 526, Year Built: 1992, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 3,528 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 3,951 (year 2024), Design Load: HS 20, Features Intersected: RP FR EB I-526 TO US52WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.650, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052622172, Location: IN N. CHARLESTON (Lat: 32.888333, Lng: -80.010000), Route carried "on" structure: Interstate 526, Year Built: 1992, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 6,659 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 7,458 (year 2024), Design Load: HS 20, Features Intersected: RMP FR US 52 TO EB I-526 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.650, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 21, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft) 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.29m (60.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052622174, Location: IN N. CHARLESTON (Lat: 32.893333, Lng: -79.986667), Route carried "on" structure: Interstate 526, Year Built: 1992, Status: Open, Structure Length: 41.15m (135.01ft), Average Daily Traffic: 7,908 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 8,856 (year 2024), Design Load: HS 20, Features Intersected: RMP FR EB I-526 TO S-60 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.240, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 45, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft) 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.15m (135.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052622175, Location: IN N. CHARLESTON (Lat: 32.893333, Lng: -79.986667), Route carried "on" structure: Interstate 526, Year Built: 1992, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 9,089 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 10,180 (year 2024), Design Load: HS 20, Features Intersected: RMP FR S-60 TO EB I-526 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.240, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 15, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.72m (45.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052622178, Location: IN N. CHARLESTON (Lat: 32.891667, Lng: -79.975000), Route carried "on" structure: Interstate 526, Year Built: 1992, Status: Open, Structure Length: 78.46m (257.41ft), Average Daily Traffic: 6,844 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 7,665 (year 2024), Design Load: HS 20, Features Intersected: RMP FR EB I-526 T0 S-58 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.980, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 63, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.2m (20.3ft) 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 78.46m (257.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10100526417, Location: IN N CHARLESTON (Lat: 32.861667, Lng: -80.026667), Route carried "on" structure: Interstate 526, Year Built: 1986, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 38,550 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 61,680 (year 2026), Design Load: HS 20, Features Intersected: S-62 MONTAGUE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.500, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10100526418, Location: IN N CHARLESTON (Lat: 32.866667, Lng: -80.026667), Route carried "on" structure: Interstate 526, Year Built: 1986, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 39,700 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 63,520 (year 2026), Design Load: HS 20, Features Intersected: AIRPORT ACCESS__C-4486 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 22.6m (74.1ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052642, Location: IN N. CHARLESTON (Lat: 32.881667, Lng: -80.020000), Route carried "on" structure: Interstate 526, Year Built: 1990, Status: Open, Structure Length: 81.23m (266.50ft), Average Daily Traffic: 39,700 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 63,520 (year 2026), Design Load: HS 20, Features Intersected: I-26, Facility Carried by Structure: I-562 WBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.890, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes, 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: 4, Number Of Approach Spans: 31, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 81.23m (266.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052642075, Location: IN N. CHARLESTON (Lat: 32.881667, Lng: -80.018333), Route carried "on" structure: Interstate 526, Year Built: 1989, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 15,961 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 17,876 (year 2024), Design Load: HS 20, Features Intersected: RAMP TO I-26WB FR I526WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.040, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.34m (37.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052642076, Location: IN N. CHARLESTON (Lat: 32.881667, Lng: -80.018333), Route carried "on" structure: Interstate 526, Year Built: 1990, Status: Open, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 3,850 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 4,312 (year 2024), Design Load: HS 20, Features Intersected: RAMP FR I-26WB TO I526WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.040, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.61m (34.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052642077, Location: IN N. CHARLESTON (Lat: 32.881667, Lng: -80.020000), Route carried "on" structure: Interstate 526, Year Built: 1989, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 6,049 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 6,775 (year 2024), Design Load: HS 20, Features Intersected: RAMP TO I-26EB FR I526WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.040, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10100526421, Location: IN N. CHARLESTON (Lat: 32.893333, Lng: -79.986667), Route carried "on" structure: Interstate 526, Year Built: 1992, Status: Open, Structure Length: 323.55m (1061.52ft), Average Daily Traffic: 37,650 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 60,240 (year 2026), Design Load: HS 20, Features Intersected: (URBAN AREA) US 52 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.620, Lanes on structure: 2, Lanes under structure: 18, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 229, Length of Maximum Span: 61.6m (202.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 323.55m (1061.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052642173, Location: IN N. CHARLESTON (Lat: 32.890000, Lng: -80.010000), Route carried "on" structure: Interstate 526, Year Built: 1992, Status: Open, Structure Length: 18.84m (61.81ft), Average Daily Traffic: 4,276 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 4,789 (year 2024), Design Load: HS 20, Features Intersected: RP FR WB I-526 TO US52WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.650, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 6, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft) 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.84m (61.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052642176, Location: IN N. CHARLESTON (Lat: 32.895000, Lng: -79.986667), Route carried "on" structure: Interstate 526, Year Built: 1992, Status: Open, Structure Length: 45.11m (148.00ft), Average Daily Traffic: 8,330 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 15,243 (year 2024), Design Load: HS 20, Features Intersected: RMP FR S-60 TO WB I-526, Facility Carried by Structure: I-516 RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.240, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 48, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.11m (148.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052642177, Location: IN N. CHARLESTON (Lat: 32.895000, Lng: -79.986667), Route carried "on" structure: Interstate 526, Year Built: 1992, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 8,390 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 9,397 (year 2024), Design Load: HS 20, Features Intersected: RMP FR WB I-526 TO S-60 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.240, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 22, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.12m (66.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052642178, Location: IN N. CHARLESTON (Lat: 32.895000, Lng: -79.985000), Route carried "on" structure: Interstate 526, Year Built: 1993, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,780 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 3,257 (year 2024), Design Load: HS 20, Features Intersected: FIBLIN CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.240, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1010052642179, Location: IN N. CHARLESTON (Lat: 32.893333, Lng: -79.975000), Route carried "on" structure: Interstate 526, Year Built: 1992, Status: Open, Structure Length: 83.06m (272.51ft), Average Daily Traffic: 5,649 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 6,326 (year 2024), Design Load: HS 20, Features Intersected: RMP FR S-58 TO WB I-526 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.980, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 69, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft) 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 83.06m (272.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10700013001, Location: IN NORTH CHARLESTON (Lat: 32.898333, Lng: -80.021667), Route carried "on" structure: State highway 13, Year Built: 1963, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 17,400 (year 2026), Design Load: HS 20, Features Intersected: I-26 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.280, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.18m (33.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10700032001, Location: N CHAS (Lat: 32.868333, Lng: -79.981667), Route carried "on" structure: State highway 32, Year Built: 1943, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 17,748 (year 2026), Design Load: HS 15, Features Intersected: NOISETTE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.860, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum 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: July 2007, Bridge Improvement Cost: $694,000, Roadway Improvement Cost: $174,000, Total Project Cost: $1,041,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10700058001, Location: N. CHARLESTON (Lat: 32.891667, Lng: -79.973333), Route carried "on" structure: State highway 58, Year Built: 1992, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,100 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 12,354 (year 2026), Design Load: HS 20, Features Intersected: FILBIN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 30.4m (99.7ft), Out-to-Out Width: 33.2m (108.9ft) 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007 Find on map >>
Structure Number: 10700060001, Location: IN N CHAS (Lat: 32.868333, Lng: -79.985000), Route carried "on" structure: State highway 60, Year Built: 1952, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 2,300 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 4,002 (year 2026), Design Load: H 10, Features Intersected: NOISETTE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.700, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.36m (11.02ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $85,000, Total Project Cost: $510,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10700060002, Location: N. CHARLESTON (Lat: 32.895000, Lng: -79.998333), Route carried "on" structure: State highway 60, Year Built: 1992, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 31,100 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 54,114 (year 2026), Design Load: HS 20, Features Intersected: FILBIN CREEK, Facility Carried by Structure: S-10-10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.530, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10700062001, Location: N CHAS (Lat: 32.878333, Lng: -80.005000), Route carried "on" structure: State highway 62, Year Built: 1963, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 7,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 13,050 (year 2026), Design Load: HS 20, Features Intersected: US 52 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.140, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.44m (27.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10700062002, Location: N CHAS (Lat: 32.876667, Lng: -80.008333), Route carried "on" structure: State highway 62, Year Built: 1963, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 26,100 (year 2026), Design Load: H 20, Features Intersected: SOU RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 4, 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: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10700062003, Location: N CHAS (Lat: 32.873333, Lng: -80.010000), Route carried "on" structure: State highway 62, Year Built: 1963, Year Reconstructed: 1980, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 25,200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 43,848 (year 2026), Design Load: HS 20, Features Intersected: I-26 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.780, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 34.9m (114.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.81m (32.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10700086001, Location: N CHAS (Lat: 32.850000, Lng: -79.960000), Route carried "on" structure: State highway 86, Year Built: 1942, Year Reconstructed: 1977, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 5,700 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 9,918 (year 2026), Design Load: HS 15, Features Intersected: SCL RR (L-9999) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.170, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.45m (31.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,195,000, Roadway Improvement Cost: $299,000, Total Project Cost: $1,793,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10700102001, Location: N CHAS (Lat: 32.891667, Lng: -80.000000), Route carried "on" structure: State highway 102, Year Built: 1963, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,200 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 5,568 (year 2026), Design Load: H 15, Features Intersected: FILBIN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.580, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $35,000, Total Project Cost: $207,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10700379001, Location: N CHAS (Lat: 32.871667, Lng: -79.976667), Route carried "on" structure: State highway 379, Year Built: 1963, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,450 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 2,523 (year 2026), Design Load: H 15, Features Intersected: NOISETTE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.91m (22.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $698,000, Roadway Improvement Cost: $175,000, Total Project Cost: $1,047,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10700379002, Location: N CHAS (Lat: 32.875000, Lng: -79.976667), Route carried "on" structure: State highway 379, Year Built: 1962, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,450 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 2,523 (year 2026), Design Load: H 15, Features Intersected: BR OF NOISETTE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.170, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $39,000, Total Project Cost: $236,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10700790001, Location: IN N CHAS (Lat: 32.878333, Lng: -80.011667), Route carried "on" structure: State highway 790, Year Built: 1958, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,200 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 10,788 (year 2026), Design Load: HS 15, Features Intersected: SOU RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $111,000, Total Project Cost: $666,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10701342001, Location: N CHAS (Lat: 32.901667, Lng: -80.023333), Route carried "on" structure: State highway 1342, Year Built: 1962, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 28,400 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 49,416 (year 2026), Design Load: HS 20, Features Intersected: I-26 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.220, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10701600001, Location: IN NORTH CHARLESTON (Lat: 32.883333, Lng: -80.018333), Route carried "on" structure: State highway 1600, Year Built: 1992, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 438 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 762 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.380, 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: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10702418001, Location: N. CHARLESTON/OFF FAIN ST (Lat: 33.908333, Lng: -80.031667), Route carried "on" structure: State highway 2418, Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 138 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 240 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED STRTEAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, 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: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 10702521001, Location: IN N. CHARLESTON (Lat: 32.890000, Lng: -80.015000), Route carried "on" structure: State highway 2521, Year Built: 1986, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 138 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 240 (year 2026), Design Load: HS 20, Features Intersected: FILBIN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1010002600891, Location: IN CHARLESTON (Lat: 32.836667, Lng: -79.961667), Route carried "under" structure: Interstate 26, Year Built: 1966, Structure Length: 19.87m (65.19ft), Average Daily Traffic: 80,700 (year 2006), Truck Traffic: 12%, Features Intersected: EB TO US 52 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 21.756, Lanes on structure: 1, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Discuss this city on our hugely popular South Carolina forum Back to: North Charleston, SC, South Carolina, All US cities.
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