Bridge Statistics for Charleston, South Carolina (SC) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 10100026011, Location: IN CHARLESTON (Lat: 32.803333, Lng: -79.946667), Route carried "on" structure: Interstate 26, Year Built: 1968, Status: Open, Structure Length: 188.49m (618.41ft), Average Daily Traffic: 83,600 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 93,632 (year 2030), Design Load: HS 20, Features Intersected: THE HERIOT ST VIADUCT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 219.200, Lanes on structure: 6, Lanes under structure: 23, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 29 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 96, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 188.49m (618.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1010002621191, Location: IN CHARLESTON (Lat: 32.810000, Lng: -79.953333), Route carried "on" structure: Interstate 26, Year Built: 1968, Status: Open, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 5,244 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 12,219 (year 2028), Design Load: HS 20, Features Intersected: I-26EB TO MT PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 219.280, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.66m (44.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1010002621192, Location: IN CHARLESTION (Lat: 32.806667, Lng: -79.950000), Route carried "on" structure: Interstate 26, Year Built: 1968, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 1,124 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 2,619 (year 2028), Design Load: HS 20, Features Intersected: FRM CYPRESS ST TO I-26EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 219.710, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.52m (34.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1010002641194, Location: IN CHARLESTON (Lat: 32.810000, Lng: -79.951667), Route carried "on" structure: Interstate 26, Year Built: 1968, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 5,443 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 12,682 (year 2028), Design Load: HS 20, Features Intersected: FRM MT PLEASANT ST TO26W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 219.300, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.88m (35.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $901,000, Roadway Improvement Cost: $225,000, Total Project Cost: $1,352,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10100526209, Location: IN CHARLESTON (Lat: 32.790000, Lng: -80.033333), Route carried "on" structure: Interstate 526, Year Built: 1999, Status: Open, Structure Length: 22.59m (74.11ft), Average Daily Traffic: 23,800 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 26,656 (year 2030), Design Load: HS 20, Features Intersected: US 17 & SC7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.120, Lanes on structure: 1, Lanes under structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 54.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.59m (74.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1010052620971, Location: IN CHARLESTON (Lat: 32.791667, Lng: -80.033333), Route carried "on" structure: Interstate 526, Year Built: 1999, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 7,362 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 16,859 (year 2028), Design Load: HS 20, Features Intersected: US 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.000, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1020001700871, Location: IN CHARLESTON (Lat: 32.798333, Lng: -79.943333), Route carried "on" structure: US 17, Year Built: 1969, Year Reconstructed: 2005, Status: Open, Structure Length: 21.09m (69.19ft), Average Daily Traffic: 14,004 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 20,866 (year 2028), Design Load: HS 20, Features Intersected: FR I-26 EBL TO US 17 SBL, Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.140, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.09m (69.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1020001700872, Location: IN CHARLESTON (Lat: 32.798333, Lng: -79.943333), Route carried "on" structure: US 17, Year Built: 1969, Year Reconstructed: 2005, Status: Open, Structure Length: 19.23m (63.09ft), Average Daily Traffic: 15,258 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 22,734 (year 2028), Design Load: HS 20, Features Intersected: FR US 17 NBL TO I-26 WBL, Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.140, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 13, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 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: Equal to present desirable criteria, Length Of Structure Improvement: 19.23m (63.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1020001700873, Location: IN CHARLESTON (Lat: 32.802694, Lng: -79.936778), Route carried "on" structure: US 17, Year Built: 1969, Year Reconstructed: 2005, Status: Open, Structure Length: 64.98m (213.19ft), Average Daily Traffic: 6,700 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 9,983 (year 2031), Design Load: HS 25, Features Intersected: CRX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.430, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 12, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: 64.98m (213.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1020001710501, Location: IN CHARLESTON (Lat: 32.776667, Lng: -79.980000), Route carried "on" structure: US 17, Year Built: 1978, Status: Open, Structure Length: 17.89m (58.69ft), Average Daily Traffic: 8,800 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 11,440 (year 2030), Design Load: HS 20, Features Intersected: RAMPS 5030 AND 5031
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.940, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.89m (58.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10200017106, Location: IN CHARLESTON (Lat: 32.783333, Lng: -79.960000), Route carried "on" structure: US 17, Year Built: 1961, Status: Open, Structure Length: 49.80m (163.39ft), Average Daily Traffic: 29,100 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 37,830 (year 2030), Design Load: HS 20, Features Intersected: ASHLEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.460, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 5.8m (19.0ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: 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: 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: 49.80m (163.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 10, Critical Feature Inspection Date: October 10, Underwater Inspection Date: October 10, Bridge Improvement Cost: $7,151,000, Roadway Improvement Cost: $1,788,000, Total Project Cost: $10,727,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1020001710601, Location: IN CHARLESTON (Lat: 32.783333, Lng: -79.958333), Route carried "on" structure: US 17, Year Built: 1997, Status: Open, Structure Length: 27.49m (90.19ft), Average Daily Traffic: 29,100 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 37,830 (year 2030), Design Load: HS 20, Features Intersected: SC 30 & S-658
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.930, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.49m (90.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up

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Structure Number: 10200017306, Location: IN CHARLESTON (Lat: 32.783333, Lng: -79.960000), Route carried "on" structure: US 17, Year Built: 1926, Year Reconstructed: 1988, Status: Open, Structure Length: 52.82m (173.29ft), Average Daily Traffic: 29,100 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 37,830 (year 2030), Design Load: H 20, Features Intersected: ASHLEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.460, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 5.2m (17.1ft), Horizontal Clearance: 19.2m (63.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 22, Length of Maximum Span: 44.5m (146.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, 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: 52.82m (173.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 10, Critical Feature Inspection Date: October 10, Underwater Inspection Date: October 10, Bridge Improvement Cost: $3,754,000, Roadway Improvement Cost: $939,000, Total Project Cost: $5,631,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1020001730601, Location: IN CHARLESTON (Lat: 32.783333, Lng: -79.958333), Route carried "on" structure: US 17, Year Built: 1997, Status: Open, Structure Length: 28.19m (92.49ft), Average Daily Traffic: 29,100 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 37,830 (year 2030), Features Intersected: SC 30 & S-658
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.930, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 28.19m (92.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up

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Structure Number: 10400007001, Location: IN N CHARLESTON (Lat: 32.836667, Lng: -79.985000), Route carried "on" structure: State highway 7, Year Built: 1953, Year Reconstructed: 1975, Status: Open, Structure Length: 69.83m (229.10ft), Average Daily Traffic: 42,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 54,600 (year 2030), Design Load: HS 20, Features Intersected: ASHLEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.290, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 25, Length of Maximum Span: 183.5m (602.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.5 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: Equal to present minimum criteria, 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: 69.83m (229.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 10, Critical Feature Inspection Date: October 10, Underwater Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10400030001, Location: IN CHARLESTON (Lat: 32.775000, Lng: -79.958333), Route carried "on" structure: State highway 30, Year Built: 1993, Status: Open, Structure Length: 332.23m (1089.99ft), Average Daily Traffic: 48,700 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 97,400 (year 2030), Design Load: HS 20, Features Intersected: ICU & ASHLEY RIVER
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 2.540, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 74, Number Of Approach Spans: 78, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 332.23m (1089.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 10, Underwater Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1040003000171, Location: IN CHARLESTON (Lat: 32.780000, Lng: -79.955000), Route carried "on" structure: State highway 30, Year Built: 1993, Status: Open, Structure Length: 13.96m (45.80ft), Average Daily Traffic: 6,325 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 9,424 (year 2028), Design Load: HS 20, Features Intersected: LOCKWOOD NW T0 SC 30 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 11, 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, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.96m (45.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1040003000172, Location: IN CHARLESTON (Lat: 32.780000, Lng: -79.955000), Route carried "on" structure: State highway 30, Year Built: 1993, Status: Open, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 9,050 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 13,485 (year 2028), Design Load: HS 20, Features Intersected: SB LOCKWOOD TO SC 30 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 40.2m (131.9ft), 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.81m (64.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1040003000173, Location: CHARLESTON (Lat: 32.775000, Lng: -79.958333), Route carried "on" structure: State highway 30, Year Built: 1996, Status: Open, Structure Length: 29.87m (98.00ft), Average Daily Traffic: 4,875 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 7,900 (year 2028), Design Load: HS 20, Features Intersected: FROM SC 30 SW TO SC 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.240, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 7, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)

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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 29.87m (98.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1040003000174, Location: CHARLESTON (Lat: 32.770000, Lng: -79.960000), Route carried "on" structure: State highway 30, Year Built: 1996, Status: Open, Structure Length: 22.43m (73.59ft), Average Daily Traffic: 6,150 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 9,963 (year 2028), Design Load: HS 20, Features Intersected: FROM SC 61 TO SC 30 SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.130, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 10, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.43m (73.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1040003000175, Location: IN CHARLESTON (Lat: 32.755000, Lng: -79.961667), Route carried "on" structure: State highway 30, Year Built: 1993, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 13,500 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 21,870 (year 2028), Design Load: HS 20, Features Intersected: RMP HARBOR VIEW / MARSH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.790, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1040003000176, Location: IN CHARLESTON (Lat: 32.755000, Lng: -79.961667), Route carried "on" structure: State highway 30, Year Built: 1993, Status: Open, Structure Length: 19.20m (62.99ft), Average Daily Traffic: 11,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 22,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: MARSH_(T0 SC 30 EB )
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.790, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 19.20m (62.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1040003000177, Location: CHARLESTON (Lat: 32.771667, Lng: -79.956667), Route carried "on" structure: State highway 30, Year Built: 1996, Status: Open, Structure Length: 25.99m (85.27ft), Average Daily Traffic: 6,750 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 10,935 (year 2028), Design Load: HS 20+Mod, Features Intersected: FROM SC 30 NE TO SC 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.990, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)

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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.99m (85.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1040003000178, Location: CHARLESTON (Lat: 32.771667, Lng: -79.956667), Route carried "on" structure: State highway 30, Year Built: 1996, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 3,375 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 5,468 (year 2028), Design Load: HS 20, Features Intersected: FROM SC 61 TO SC 30 NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.180, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)

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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.11m (43.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1040003000179, Location: IN CHARLESTON (Lat: 32.780000, Lng: -79.953333), Route carried "on" structure: State highway 30, Year Built: 1993, Status: Open, Structure Length: 21.37m (70.11ft), Average Daily Traffic: 6,075 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 9,842 (year 2028), Design Load: HS 20, Features Intersected: RAMP TO LOCKWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 9, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.37m (70.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10400061004, Location: IN CHARLESTON (Lat: 32.776667, Lng: -79.970000), Route carried "on" structure: State highway 61, Year Built: 1995, Status: Open, Structure Length: 21.49m (70.51ft), Average Daily Traffic: 17,300 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 34,600 (year 2030), Design Load: HS 20, Features Intersected: MARSH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.500, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 14, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.49m (70.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up

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Structure Number: 10400061005, Location: CHARLESTON (Lat: 32.773333, Lng: -79.958333), Route carried "on" structure: State highway 61, Year Built: 1996, Status: Open, Structure Length: 57.61m (189.01ft), Average Daily Traffic: 20,100 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 40,200 (year 2030), Design Load: H 20, Features Intersected: MARSH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.730, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 63, Number Of Approach Spans: 30, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 57.61m (189.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10400061103, Location: IN CHARLESTON (Lat: 32.778333, Lng: -79.953333), Route carried "on" structure: State highway 61, Year Built: 1995, Status: Open, Structure Length: 29.47m (96.69ft), Average Daily Traffic: 22,450 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 29,185 (year 2030), Design Load: HS 20, Features Intersected: US 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.170, Lanes on structure: 2, Lanes under structure: 9, 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: 10, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 29.47m (96.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up

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Structure Number: 10400061303, Location: IN CHARLESTON (Lat: 32.778333, Lng: -79.953333), Route carried "on" structure: State highway 61, Year Built: 1995, Status: Open, Structure Length: 27.43m (89.99ft), Average Daily Traffic: 22,450 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 29,185 (year 2030), Design Load: HS 20, Features Intersected: US 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.170, Lanes on structure: 1, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 27.43m (89.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up

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Structure Number: 1040070300002, Location: IN MT PLEASANT (Lat: 32.793333, Lng: -79.881667), Route carried "on" structure: State highway 703, Year Built: 1947, Year Reconstructed: 1958, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 30,100 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 39,130 (year 2030), Design Load: H 20, Features Intersected: SHEM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.540, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 11.0m (36.1ft)), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.45m (31.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10700404101, Location: IN CHARLESTON (Lat: 32.780000, Lng: -79.955000), Route carried "on" structure: State highway 404, Year Built: 1993, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 15,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 19,500 (year 2030), Design Load: HS 20, Features Intersected: MARSH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 28, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.60m (83.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10700404301, Location: IN CHARLESTON (Lat: 32.780000, Lng: -79.955000), Route carried "on" structure: State highway 404, Year Built: 1993, Status: Open, Structure Length: 27.43m (89.99ft), Average Daily Traffic: 15,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 19,500 (year 2030), Design Load: HS 20, Features Intersected: MARSH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 30, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.43m (89.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10900002001, Location: UNDER COOPER RV BR (Lat: 32.800000, Lng: -79.931667), Route carried "on" structure: County highway 2, Year Built: 1976, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 53 (year 2010), Average Future Daily Traffic: 68 (year 2030), Design Load: H 20, Features Intersected: VARDELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.340, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 29.7 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: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10904438001, Location: ASHLEY HALL PLT RD (Lat: 32.820000, Lng: -80.026667), Route carried "on" structure: County highway 4438, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,250 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 8,000 (year 2030), Design Load: H 15, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.520, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, 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: 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $43,000, Total Project Cost: $255,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFSCDKFX00001, Location: 0.6 KM N. OF W HILL BLVD (Lat: 32.901228, Lng: -80.058758), Route carried "on" structure: Federal lands road , Year Built: 1965, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,625 (year 2031), Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: ARTHUR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Air Force, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.3m (1.0ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2011)

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Structure Number: AFSCDKGV00001, Location: 3.2 KM E OF MEDWAY DRIVE (Lat: 33.019778, Lng: -79.960500), Route carried "on" structure: Federal lands road , Year Built: 1967, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 21 (year 2031), Features Intersected: ADMIRAL'S DITCH, Facility Carried by Structure: PERIMETER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Air Force, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.1m (13.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: AFSCDKGV00002, Location: 1.6 KM N OF REMONT RD. (Lat: 32.918472, Lng: -79.957306), Route carried "on" structure: Alternate Federal lands road , Year Built: 1993, Status: Open, Structure Length: 68.28m (224.02ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,400 (year 2024), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: WILKINSON WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Air Force, Approaching Roadway Width: 7.2m (23.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 42, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 51.21m (168.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $16,000, Total Project Cost: $16,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place

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Structure Number: AFSCDKGV00003, Location: 1.6 KM N OF RED BANK RD. (Lat: 32.982722, Lng: -80.000500), Route carried "on" structure: Federal lands road , Year Built: 1960, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 2,400 (year 2024), Features Intersected: FOSTER CREEK, Facility Carried by Structure: POMFLANT ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Air Force, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 94.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $25,000, Total Project Cost: $25,000 ( Estimate for 2011), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10100026011, Location: IN CHARLESTON (Lat: 32.803333, Lng: -79.946667), Route carried "under" structure: US 78, Year Built: 1968, Structure Length: 188.49m (618.41ft), Average Daily Traffic: 5,600 (year 2010), Truck Traffic: 3%, Features Intersected: THE HERIOT ST VIADUCT, Facility Carried by Structure: I-26
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.062, Lanes on structure: 6, Lanes under structure: 23, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 10100526209, Location: IN CHARLESTON (Lat: 32.790000, Lng: -80.033333), Route carried "under" structure: US 17, Year Built: 1999, Structure Length: 22.59m (74.11ft), Average Daily Traffic: 30,800 (year 2010), Truck Traffic: 3%, Features Intersected: US 17 & SC7, Facility Carried by Structure: I-526
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 2.527, Lanes on structure: 1, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 1010052620971, Location: IN CHARLESTON (Lat: 32.791667, Lng: -80.033333), Route carried "under" structure: US 17, Year Built: 1999, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 30,800 (year 2010), Truck Traffic: 3%, Features Intersected: US 17, Facility Carried by Structure: I-526 RAMP
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 2.529, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 102000170019, Location: IN CHARLESTON (Lat: 32.796667, Lng: -79.946667), Route carried "under" structure: US 17, Year Built: 1975, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 50,200 (year 2005), Truck Traffic: 4%, Features Intersected: PEDESTRIAN CROSSING, Facility Carried by Structure: PEDESTRIAN X-ING
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 3.071, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 102000170029, Location: IN CHARLESTON (Lat: 32.801667, Lng: -79.926667), Route carried "under" structure: US 17, Year Built: 1975, Structure Length: 15.12m (49.61ft), Average Daily Traffic: 66,000 (year 2004), Truck Traffic: 4%, Features Intersected: PEDESTRIAN CROSSING, Facility Carried by Structure: PEDESTRIAN X-ING
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 3.139, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1020001700871, Location: IN CHARLESTON (Lat: 32.798333, Lng: -79.943333), Route carried "under" structure: US 78, Year Built: 1969, Structure Length: 21.09m (69.19ft), Average Daily Traffic: 9,900 (year 2010), Truck Traffic: 3%, Features Intersected: FR I-26 EBL TO US 17 SBL, Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.183, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 1020001700873, Location: IN CHARLESTON (Lat: 32.802694, Lng: -79.936778), Route carried "under" structure: US 52, Year Built: 1969, Structure Length: 64.98m (213.19ft), Average Daily Traffic: 17,100 (year 2010), Truck Traffic: 4%, Features Intersected: CRX RR, Facility Carried by Structure: US 17 RAMP
Minimum Vertical Clearance: 8.66m (28.41ft), Kilometerpoint: 0.008, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft)