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

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Structure Number: 32100026007,  Location: 2MI SW OF W COLA (Lat: 33.955833,  Lng: -81.093333),  Route carried "on" structure: Interstate 26,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 77,100 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 123,360 (year 2026),  Design Load: HS 20,  Features Intersected: SC 302
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.220,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 64.8 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.83m (25.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $433,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $476,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3210007710074,  Location: 0.10 MI N OF I-26 (Lat: 33.928333,  Lng: -81.070000),  Route carried "on" structure: Interstate 77,  Year Built: 1986,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 11,070 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,254 (year 2027),  Design Load: HS 20,  Features Intersected: I-26 WBL I-26 EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.2m (43.3ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.31m (40.39ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2008,  Other Special Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3210007710075,  Location: 0.10 MI N OF I-26 (Lat: 33.926667,  Lng: -81.070000),  Route carried "on" structure: Interstate 77,  Year Built: 1986,  Status: Open,  Structure Length: 24.78m (81.30ft),  Average Daily Traffic: 7,490 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,380 (year 2027),  Design Load: HS 20,  Features Intersected: I-26 I-26 EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.78m (81.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Other Special Inspection Date: August 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32100077101,  Location: 0.10 MI N OF I-26 (Lat: 33.930000,  Lng: -81.058333),  Route carried "on" structure: Interstate 77,  Year Built: 1985,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 34,750 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 55,600 (year 2026),  Design Load: HS 20,  Features Intersected: S-129 & SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.860,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32100077104,  Location: 4 MI SE SPRINGDALE (Lat: 33.930000,  Lng: -81.026667),  Route carried "on" structure: Interstate 77,  Year Built: 1985,  Status: Open,  Structure Length: 43.89m (144.00ft),  Average Daily Traffic: 36,400 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,240 (year 2026),  Design Load: HS 20,  Features Intersected: CONGAREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.410,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 45,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.89m (144.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Other Special Inspection Date: August 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32100077105,  Location: 5 MI S COLUMBIA (Lat: 33.933333,  Lng: -81.018333),  Route carried "on" structure: Interstate 77,  Year Built: 1985,  Status: Open,  Structure Length: 39.81m (130.61ft),  Average Daily Traffic: 36,400 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,240 (year 2026),  Design Load: HS 20,  Features Intersected: CONGAREE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.040,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.81m (130.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Other Special Inspection Date: August 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3210007730071,  Location: 0.10 MI N OF I-26 (Lat: 33.930000,  Lng: -81.071667),  Route carried "on" structure: Interstate 77,  Year Built: 1986,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 33,670 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 64,646 (year 2027),  Design Load: HS 20,  Features Intersected: I-26 EXIT RAMP WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.58m (37.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3210007730072,  Location: 0.10 MI N OF I-26 (Lat: 33.930000,  Lng: -81.073333),  Route carried "on" structure: Interstate 77,  Year Built: 1986,  Status: Open,  Structure Length: 38.13m (125.10ft),  Average Daily Traffic: 7,360 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,131 (year 2027),  Design Load: HS 20,  Features Intersected: I-26 I-26 ENT I-77 EXIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.13m (125.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3210007730073,  Location: IN CAYCE (Lat: 33.928333,  Lng: -81.070000),  Route carried "on" structure: Interstate 77,  Year Built: 1986,  Status: Open,  Structure Length: 24.38m (79.99ft),  Average Daily Traffic: 11,310 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,715 (year 2027),  Design Load: HS 20,  Features Intersected: I-26 I-26 ENT I-77 EXIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.38m (79.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Other Special Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32100077301,  Location: 0.10 MI N OF I-26 (Lat: 33.930000,  Lng: -81.058333),  Route carried "on" structure: Interstate 77,  Year Built: 1985,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 34,750 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 55,600 (year 2026),  Design Load: HS 20,  Features Intersected: S-129 & SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.860,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 21.9m (71.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Other Special Inspection Date: August 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32100077304,  Location: 4 MI SE SPRINGDALE (Lat: 33.930000,  Lng: -81.026667),  Route carried "on" structure: Interstate 77,  Year Built: 1985,  Status: Open,  Structure Length: 43.89m (144.00ft),  Average Daily Traffic: 36,400 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,240 (year 2026),  Design Load: HS 20,  Features Intersected: CONGAREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.410,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 45,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.89m (144.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Other Special Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32100077305,  Location: 5 MI S COLUMBIA (Lat: 33.933333,  Lng: -81.018333),  Route carried "on" structure: Interstate 77,  Year Built: 1985,  Status: Open,  Structure Length: 39.81m (130.61ft),  Average Daily Traffic: 36,400 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,240 (year 2026),  Design Load: HS 20,  Features Intersected: CONGAREE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.040,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.81m (130.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Other Special Inspection Date: August 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32200021005,  Location: 2MI NE OF PINERIDGE (Lat: 33.936111,  Lng: -81.076944),  Route carried "on" structure: US 21,  Year Built: 1938,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 21,900 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,106 (year 2026),  Design Load: HS 20,  Features Intersected: CONGAREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.650,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 40.5m (132.9ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007

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Structure Number: 32200021006,  Location: 2MI S OF W COLA (Lat: 33.937500,  Lng: -81.077222),  Route carried "on" structure: US 21,  Year Built: 1938,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 21,900 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,106 (year 2026),  Design Load: HS 15,  Features Intersected: CONGAREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.760,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Very good,  Operating Rating: 33.3 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $212,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32200021007,  Location: 2MI S OF W COLA (Lat: 33.943611,  Lng: -81.078889),  Route carried "on" structure: US 21,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 21,900 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,106 (year 2026),  Design Load: HS 20,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.140,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007

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Structure Number: 32200021008,  Location: CITY OF CAYCE (Lat: 33.971389,  Lng: -81.047222),  Route carried "on" structure: US 21,  Year Built: 1953,  Status: Open,  Structure Length: 44.71m (146.69ft),  Average Daily Traffic: 23,000 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,020 (year 2026),  Design Load: HS 20,  Features Intersected: CONGAREE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.210,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than 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: 44.71m (146.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Critical Feature Inspection Date: January 2006,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $1,653,000,  Roadway Improvement Cost: $413,000,  Total Project Cost: $2,480,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32400035001,  Location: IN CAYCE (Lat: 33.929167,  Lng: -81.059444),  Route carried "on" structure: State highway 35,  Year Built: 1996,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 8,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,920 (year 2026),  Design Load: HS 20,  Features Intersected: I-77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.170,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32400035002,  Location: IN CAYCE (Lat: 33.943611,  Lng: -81.043889),  Route carried "on" structure: State highway 35,  Year Built: 1999,  Status: Open,  Structure Length: 35.42m (116.21ft),  Average Daily Traffic: 8,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,920 (year 2026),  Design Load: HS 20,  Features Intersected: CONGAREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.42m (116.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32400035003,  Location: 1 MI W OF I-77 (Lat: 33.960000,  Lng: -81.055000),  Route carried "on" structure: State highway 35,  Year Built: 2003,  Status: Open,  Structure Length: 108.36m (355.51ft),  Average Daily Traffic: 6,900 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,006 (year 2026),  Design Load: HS 20,  Features Intersected: S-1347 AND SCX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.440,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 93,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 108.36m (355.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32400302003,  Location: TOWN OF SPRINGDALE (Lat: 33.954444,  Lng: -81.095000),  Route carried "on" structure: State highway 302,  Year Built: 1940,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 34,100 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 59,334 (year 2026),  Design Load: H 20,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.620,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008

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Structure Number: 32700266001,  Location: 1.5 MI W OF I-77 (Lat: 33.963333,  Lng: -81.056389),  Route carried "on" structure: State highway 266,  Year Built: 2003,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 750 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,305 (year 2026),  Design Load: HS 20,  Features Intersected: MONKEY SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.910,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.64m (34.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32900066001,  Location: 3 MI S CAYCE (Lat: 33.936389,  Lng: -81.032778),  Route carried "on" structure: County highway 66,  Year Built: 1979,  Status: Posted for load,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,688 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,677 (year 2026),  Design Load: H 15,  Features Intersected: CONGAREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.990,  Lanes on structure: 2,  Owner: County 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: 9.1m (29.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2008,  Other Special Inspection Date: September 2007,  Bridge Improvement Cost: $554,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $831,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32100026007,  Location: 2MI SW OF W COLA (Lat: 33.955833,  Lng: -81.093333),  Route carried "under" structure: State highway 302,  Year Built: 1959,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 34,100 (year 2006),  Truck Traffic: 4%,  Features Intersected: SC 302,  Facility Carried by Structure: I-26
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 2.183,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 3210007710074,  Location: 0.10 MI N OF I-26 (Lat: 33.928333,  Lng: -81.070000),  Route carried "under" structure: Interstate 26,  Year Built: 1986,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 62,200 (year 2006),  Truck Traffic: 12%,  Features Intersected: I-26 WBL I-26 EXIT RAMP,  Facility Carried by Structure: I-77 RAMP (D)
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 11.573,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 3210007710075,  Location: 0.10 MI N OF I-26 (Lat: 33.926667,  Lng: -81.070000),  Route carried "under" structure: Interstate 26,  Year Built: 1986,  Structure Length: 24.78m (81.30ft),  Average Daily Traffic: 31,100 (year 2006),  Truck Traffic: 12%,  Features Intersected: I-26 I-26 EXIT RAMP,  Facility Carried by Structure: I-77 RAMP (E)
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 11.579,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 32100077101,  Location: 0.10 MI N OF I-26 (Lat: 33.930000,  Lng: -81.058333),  Route carried "under" structure: State highway 129,  Year Built: 1985,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 2,035 (year 2006),  Truck Traffic: 2%,  Features Intersected: S-129 & SCL RR,  Facility Carried by Structure: I-77 NBL
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 0.137,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 3210007730071,  Location: 0.10 MI N OF I-26 (Lat: 33.930000,  Lng: -81.071667),  Route carried "under" structure: Interstate 26,  Year Built: 1986,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 2,355 (year 2004),  Truck Traffic: 12%,  Features Intersected: I-26 EXIT RAMP WEST,  Facility Carried by Structure: I-77 RAMP (A)
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 11.557,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 3210007730072,  Location: 0.10 MI N OF I-26 (Lat: 33.930000,  Lng: -81.073333),  Route carried "under" structure: Interstate 26,  Year Built: 1986,  Structure Length: 38.13m (125.10ft),  Average Daily Traffic: 26,950 (year 2006),  Truck Traffic: 12%,  Features Intersected: I-26 I-26 ENT I-77 EXIT,  Facility Carried by Structure: I-77 RAMP (B)
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 11.564,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 3210007730073,  Location: IN CAYCE (Lat: 33.928333,  Lng: -81.070000),  Route carried "under" structure: Interstate 26,  Year Built: 1986,  Structure Length: 24.38m (79.99ft),  Average Daily Traffic: 31,100 (year 2006),  Truck Traffic: 12%,  Features Intersected: I-26 I-26 ENT I-77 EXIT,  Facility Carried by Structure: I-77 RAMP (C)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.157,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 32100077301,  Location: 0.10 MI N OF I-26 (Lat: 33.930000,  Lng: -81.058333),  Route carried "under" structure: State highway 129,  Year Built: 1985,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 2,035 (year 2006),  Truck Traffic: 2%,  Features Intersected: S-129 & SCL RR,  Facility Carried by Structure: I-77 SBL
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.137,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 322000210019,  Location: 0.1 MI N-SC 2-CAYCE (Lat: 33.953333,  Lng: -81.079722),  Route carried "under" structure: US 21,  Year Built: 1955,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 14,400 (year 2002),  Truck Traffic: 4%,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: SOUTHERN RWY
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 28.688,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.8m (38.7ft)

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Structure Number: 32400035001,  Location: IN CAYCE (Lat: 33.929167,  Lng: -81.059444),  Route carried "under" structure: Interstate 77,  Year Built: 1996,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 69,500 (year 2006),  Truck Traffic: 12%,  Features Intersected: I-77,  Facility Carried by Structure: SC 35
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.165,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 32400035003,  Location: 1 MI W OF I-77 (Lat: 33.960000,  Lng: -81.055000),  Route carried "under" structure: State highway 1347,  Year Built: 2003,  Structure Length: 108.36m (355.51ft),  Average Daily Traffic: 813 (year 2006),  Truck Traffic: 4%,  Features Intersected: S-1347 AND SCX RR,  Facility Carried by Structure: SC 35
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.004,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)