Bridge Statistics for Kings Mountain, North Carolina (NC) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 450426,  Location: .01 MI.E.JCT.NC216 (Lat: 35.241500,  Lng: -81.344417),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 100 (year 1996),  Average Future Daily Traffic: 200 (year 2025),  Design Load: H 15,  Features Intersected: NORFOLK SOUTHERN R.R.,  Facility Carried by Structure: NC216 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 450432,  Location: 0.6 MI. W. JCT. NC216 (Lat: 35.252139,  Lng: -81.346472),  Route carried "on" structure: Bypass US 74,  Year Built: 1982,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 14,500 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 29,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SR2025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $477,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $716,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 450433,  Location: 0.6 MI. W. JCT. NC216 (Lat: 35.252444,  Lng: -81.346750),  Route carried "on" structure: Bypass US 74,  Year Built: 1982,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 14,500 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,128 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SR2025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.5 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $583,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $875,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 450435,  Location: 0.6 MI. E. JCT. NC216 (Lat: 35.246889,  Lng: -81.329778),  Route carried "on" structure: Bypass US 74,  Year Built: 1982,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 16,500 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NC161
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 450436,  Location: 0.6 MI. E. JCT. NC216 (Lat: 35.247389,  Lng: -81.329667),  Route carried "on" structure: Bypass US 74,  Year Built: 1982,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 16,500 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NC161
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 450437,  Location: 0.3 MI. E. JCT. NC161 (Lat: 35.243528,  Lng: -81.325222),  Route carried "on" structure: Bypass US 74,  Year Built: 1982,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 30,000 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 43,300 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006

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Structure Number: 450438,  Location: 0.2 MI. N. JCT. SR2026 (Lat: 35.250806,  Lng: -81.340639),  Route carried "on" structure: State highway 216,  Year Built: 1982,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 5,750 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,828 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 450432,  Location: 0.6 MI. W. JCT. NC216 (Lat: 35.252139,  Lng: -81.346472),  Route carried "under" structure: State highway 2025,  Year Built: 1982,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 2,600 (year 2004),  Features Intersected: SR2025,  Facility Carried by Structure: US74 EBL
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 450433,  Location: 0.6 MI. W. JCT. NC216 (Lat: 35.252444,  Lng: -81.346750),  Route carried "under" structure: State highway 2025,  Year Built: 1982,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 2,600 (year 2004),  Features Intersected: SR2025,  Facility Carried by Structure: US74 WBL
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 450434,  Location: 0.3 MI. W. JCT. NC161 (Lat: 35.249389,  Lng: -81.349000),  Route carried "under" structure: US 74,  Year Built: 1982,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 33,000 (year 2005),  Truck Traffic: 12%,  Features Intersected: US74,  Facility Carried by Structure: SOUTHERN RR
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 450435,  Location: 0.6 MI. E. JCT. NC216 (Lat: 35.246889,  Lng: -81.329778),  Route carried "under" structure: State highway 161,  Year Built: 1982,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 12,000 (year 2005),  Features Intersected: NC161,  Facility Carried by Structure: US74 EBL
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 450436,  Location: 0.6 MI. E. JCT. NC216 (Lat: 35.247389,  Lng: -81.329667),  Route carried "under" structure: State highway 161,  Year Built: 1982,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 12,000 (year 2005),  Features Intersected: NC161,  Facility Carried by Structure: US74 WBL
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 450438,  Location: 0.2 MI. N. JCT. SR2026 (Lat: 35.250806,  Lng: -81.340639),  Route carried "under" structure: Bypass US 74,  Year Built: 1982,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 31,000 (year 2005),  Features Intersected: US74,  Facility Carried by Structure: NC216
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)