Bridge Statistics for White Sulphur Springs, West Virginia (WV) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 13A083,  Location: 0.09 MI N OF US 60 (Lat: 37.796667,  Lng: -80.300000),  Route carried "on" structure: County highway 3600,  Year Built: 1995,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 1,700 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,470 (year 2023),  Design Load: HS 25,  Features Intersected: HOWARDS CREEK,  Facility Carried by Structure: CR 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 62.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2004,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13A118,  Location: 0.01 MI E OF CR 36 (Lat: 37.795000,  Lng: -80.298333),  Route carried "on" structure: US 6000,  Year Built: 1939,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 7,800 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,710 (year 2023),  Design Load: H 15,  Features Intersected: DRY CREEK,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.532,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $766,000,  Roadway Improvement Cost: $480,000,  Total Project Cost: $1,246,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13A138,  Location: 0.04 MI S OF US 60 (Lat: 37.785000,  Lng: -80.305000),  Route carried "on" structure: County highway 6034,  Year Built: 1937,  Status: Posted for load,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 100 (year 2003),  Average Future Daily Traffic: 140 (year 2023),  Design Load: H 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CR 60/34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.964,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Critical Feature Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13A163,  Location: 3.95 MI E OF CR 60/14 (Lat: 37.790000,  Lng: -80.295000),  Route carried "on" structure: Interstate 6400,  Year Built: 1965,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 6,250 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 13,250 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: I-64 EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 288.445,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 37.8 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,  Underclear: Superior to present desirable 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: Latex Concrete

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Structure Number: 13A164,  Location: 3.95 MI E OF CR 60/14 (Lat: 37.790000,  Lng: -80.295000),  Route carried "on" structure: Interstate 6400,  Year Built: 1965,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 6,250 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 13,250 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: I-64 WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 288.445,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 37.8 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,000,000,  Total Project Cost: $1,000,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13A165,  Location: 4.05 MI S OF CR 60/14 (Lat: 37.791667,  Lng: -80.293333),  Route carried "on" structure: Interstate 6400,  Year Built: 1965,  Status: Open,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 6,250 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 13,250 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CR50; TUCKAHOE RUN,  Facility Carried by Structure: I64 EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 288.590,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.17m (46.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Critical Feature Inspection Date: August 2006,  Bridge Improvement Cost: $1,535,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,635,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13A166,  Location: 4.03 MI E OF CR 60/14 (Lat: 37.791667,  Lng: -80.293333),  Route carried "on" structure: Interstate 6400,  Year Built: 1965,  Status: Open,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 6,250 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 13,750 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: TUCKAHOE RUN & CR 50,  Facility Carried by Structure: I 64 WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 288.590,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.17m (46.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Critical Feature Inspection Date: August 2006,  Bridge Improvement Cost: $1,535,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,635,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13A228,  Location: 0.13 MI N OF CR 36 (Lat: 37.801667,  Lng: -80.300000),  Route carried "on" structure: County highway 6079,  Year Built: 1999,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 50 (year 2003),  Average Future Daily Traffic: 70 (year 2023),  Design Load: HS 25,  Features Intersected: HOWARDS CREEK,  Facility Carried by Structure: CR 60/79 SLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2004,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13A236,  Location: 0.04 MI W OF CR50 (Lat: 37.796667,  Lng: -80.301667),  Route carried "on" structure: County highway 5003,  Year Built: 1973,  Status: Posted for load,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 30 (year 2003),  Average Future Daily Traffic: 40 (year 2023),  Features Intersected: DRY CREEK,  Facility Carried by Structure: COUNTY ROUTE 50/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.0m,  Curb-To-Curb Width: 3.1m (10.2ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 21.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $680,000,  Roadway Improvement Cost: $418,000,  Total Project Cost: $1,098,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 13A243,  Location: 0.15 MI N OF US 60 (Lat: 37.796667,  Lng: -80.301667),  Route carried "on" structure: County highway 6087,  Year Built: 2004,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 30 (year 2003),  Features Intersected: HOWARD CREEK,  Facility Carried by Structure: CR 60/87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13A9,  Location: 0.20 MI N OF US 60 (Lat: 37.801667,  Lng: -80.300000),  Route carried "on" structure: City street N1700,  Year Built: 1973,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 400 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 570 (year 2023),  Features Intersected: WADES CREEK,  Facility Carried by Structure: MILL HILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.0m,  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $201,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $345,000 ( Estimate for 2006),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 13A165,  Location: 4.05 MI S OF CR 60/14 (Lat: 37.791667,  Lng: -80.293333),  Route carried "under" structure: County highway 5000,  Year Built: 1965,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 200 (year 2003),  Truck Traffic: 2%,  Features Intersected: I64 EBL,  Facility Carried by Structure: I64 EBL
Minimum Vertical Clearance: 22.35m (73.33ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 141.7m (464.9ft)

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Structure Number: 13A166,  Location: 4.03 MI E OF CR 60/14 (Lat: 37.791667,  Lng: -80.293333),  Route carried "under" structure: County highway 5000,  Year Built: 1965,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 200 (year 2003),  Truck Traffic: 2%,  Features Intersected: I 64 WBL,  Facility Carried by Structure: I 64 WBL
Minimum Vertical Clearance: 22.35m (73.33ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 141.7m (464.9ft)

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Structure Number: 13A249,  Location: 0.56 MI W OF 58/1 (Lat: 37.745000,  Lng: -80.620000),  Route carried "under" structure: Spur City street 5800,  Year Built: 1960,  Structure Length: 0.91m (2.99ft),  Features Intersected: ABANDONED ROAD,  Facility Carried by Structure: ABANDONED ROAD
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 3.958,  Lanes under structure: 2,  Design/Construction: Slab,  Length of Maximum Span: 9.1m (29.9ft)