Bridge Statistics for Oak Hill, West Virginia (WV) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 10A092,  Location: 0.06 MI S OF CR 19/43 (Lat: 37.986667,  Lng: -81.145000),  Route carried "on" structure: County highway 6128,  Year Built: 1965,  Status: Posted for load,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 100 (year 2006),  Average Future Daily Traffic: 120 (year 2026),  Design Load: H 15,  Features Intersected: US 19 NBL & SBL,  Facility Carried by Structure: CR 61/28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $156,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10A096,  Location: 0.54 MI N OF CR 19/25 (Lat: 37.968333,  Lng: -81.146667),  Route carried "on" structure: State highway 1600,  Year Built: 1961,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 8,400 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,250 (year 2026),  Design Load: HS 20,  Features Intersected: US 19,  Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.518,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,448,000,  Roadway Improvement Cost: $949,000,  Total Project Cost: $2,398,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10A097,  Location: 0.20 MI S OF CR 17 (Lat: 37.976667,  Lng: -81.140000),  Route carried "on" structure: State highway 1600,  Year Built: 1960,  Status: Posted for load,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 9,500 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,640 (year 2026),  Design Load: HS 20,  Features Intersected: US 19,  Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.966,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $2,105,000,  Roadway Improvement Cost: $1,389,000,  Total Project Cost: $3,494,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10A098,  Location: 0.13 MI N OF CR 17/2 (Lat: 37.980000,  Lng: -81.140000),  Route carried "on" structure: State highway 1600,  Year Built: 1939,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,500 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,590 (year 2026),  Features Intersected: CR 17,  Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.449,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Inventory Rating: 28.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $248,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10A131,  Location: 0.10 MI S OF CR 38/4 (Lat: 37.998333,  Lng: -81.141667),  Route carried "on" structure: County highway 3800,  Year Built: 1964,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 3,150 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,845 (year 2026),  Design Load: HS 20,  Features Intersected: US 19,  Facility Carried by Structure: CR 38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.680,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10A295,  Location: 0.12 W OF WV 16 (Lat: 38.008333,  Lng: -81.131667),  Route carried "on" structure: State highway 2118,  Year Built: 2007,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 2,600 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,130 (year 2026),  Features Intersected: US 19,  Facility Carried by Structure: CR 21/18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.512,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 53.1 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10A092,  Location: 0.06 MI S OF CR 19/43 (Lat: 37.986667,  Lng: -81.145000),  Route carried "under" structure: US 1900,  Year Built: 1965,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 18,000 (year 2003),  Truck Traffic: 15%,  Features Intersected: CR 61/28,  Facility Carried by Structure: CR 61/28
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 13.242,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 10A096,  Location: 0.54 MI N OF CR 19/25 (Lat: 37.968333,  Lng: -81.146667),  Route carried "under" structure: US 1900,  Year Built: 1961,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 20,500 (year 2003),  Truck Traffic: 13%,  Features Intersected: WV 16,  Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 9.95m (32.64ft),  Kilometerpoint: 12.164,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.3m (201.1ft)

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Structure Number: 10A097,  Location: 0.20 MI S OF CR 17 (Lat: 37.976667,  Lng: -81.140000),  Route carried "under" structure: US 1900,  Year Built: 1960,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 23,500 (year 2003),  Truck Traffic: 13%,  Features Intersected: WV 16,  Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 13.693,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 72.5m (237.9ft)

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Structure Number: 10A098,  Location: 0.13 MI N OF CR 17/2 (Lat: 37.980000,  Lng: -81.140000),  Route carried "under" structure: County highway 1700,  Year Built: 1939,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,600 (year 2006),  Truck Traffic: 8%,  Features Intersected: WV 16,  Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 10A131,  Location: 0.10 MI S OF CR 38/4 (Lat: 37.998333,  Lng: -81.141667),  Route carried "under" structure: US 1900,  Year Built: 1964,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 22,500 (year 2003),  Truck Traffic: 13%,  Features Intersected: CR 38,  Facility Carried by Structure: CR 38
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 16.283,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 10A295,  Location: 0.12 W OF WV 16 (Lat: 38.008333,  Lng: -81.131667),  Route carried "under" structure: US 1900,  Year Built: 2007,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 2,600 (year 2006),  Truck Traffic: 6%,  Features Intersected: CR 21/18,  Facility Carried by Structure: CR 21/18
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 16.347,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.7m (163.1ft)