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

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Structure Number: 26A001,  Location: 0.42 MI E OF U.S.250 (Lat: 40.018333,  Lng: -80.726667),  Route carried "on" structure: County highway 100,  Year Built: 1920,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,100 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,507 (year 2025),  Features Intersected: BOGGS RUN,  Facility Carried by Structure: COUNTY ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 27.9 metric tons,  Inventory Rating: 11.7 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4386.16m (14390.29ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Other Special Inspection Date: December 2007,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $208,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26A069,  Location: 0.02 MI SOUTH JCT CR 2/7 (Lat: 39.996667,  Lng: -80.731667),  Route carried "on" structure: US 25000,  Year Built: 1964,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 18,000 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,960 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 2/7,  Facility Carried by Structure: US 250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.034,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $326,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $406,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26A07,  Location: 0.85 MI SOUTH JCT CR 1 (Lat: 40.013333,  Lng: -80.733333),  Route carried "on" structure: US 25000,  Year Built: 1965,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 18,000 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,960 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BELLAIRE BR INTERCHANGE,  Facility Carried by Structure: US 250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.949,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: 9.88m (32.41ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: January 2008,  Critical Feature Inspection Date: January 2008,  Bridge Improvement Cost: $825,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $845,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 26A071,  Location: 0.59 MI. SOUTH JCT CR1 (Lat: 40.018333,  Lng: -80.731667),  Route carried "on" structure: Ramp US 25000,  Year Built: 1968,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 250 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 305 (year 2027),  Design Load: HS 20,  Features Intersected: VACANT LAND,  Facility Carried by Structure: US 250 ON RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.383,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Critical Feature Inspection Date: March 2007,  Bridge Improvement Cost: $322,000,  Total Project Cost: $322,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26A072,  Location: 0.25 MI. SOUTH JCT CR 1 (Lat: 40.018333,  Lng: -80.731667),  Route carried "on" structure: Ramp US 25000,  Year Built: 1968,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 1,250 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,487 (year 2027),  Design Load: HS 20,  Features Intersected: VACANT LAND,  Facility Carried by Structure: RAMP H OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.930,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Critical Feature Inspection Date: Febuary 2007,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $274,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 26A073,  Location: 0.02 MI SOUTH CR 1 (Lat: 40.025000,  Lng: -80.728333),  Route carried "on" structure: US 25000,  Year Built: 1968,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 22,000 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,840 (year 2025),  Design Load: HS 20,  Features Intersected: COUNTY ROUTE 1,  Facility Carried by Structure: US ROUTE 250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.317,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $498,000,  Total Project Cost: $498,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 26A08,  Location: 0.40 MI S JCT CR 1 (Lat: 40.018333,  Lng: -80.731667),  Route carried "on" structure: County highway 101,  Year Built: 1968,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 200 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 244 (year 2025),  Design Load: HS 20,  Features Intersected: US 250 & CHESSIE RR,  Facility Carried by Structure: COUNTY ROUTE 1/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 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: Meets minimum limits,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2008,  Critical Feature Inspection Date: March 2007,  Other Special Inspection Date: March 2007,  Bridge Improvement Cost: $312,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $401,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 26A9,  Location: 0.01 MI NORTH JCT CR 1 (Lat: 40.023333,  Lng: -80.726667),  Route carried "on" structure: City street N0130,  Year Built: 1987,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 150 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 183 (year 2026),  Features Intersected: BOGGS RUN,  Facility Carried by Structure: ROOSEVELT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.3 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 minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $160,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 26A903,  Location: 0.01 MI NORTH JCT CR 1 (Lat: 40.023333,  Lng: -80.726667),  Route carried "on" structure: City street N0130,  Year Built: 1996,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 40 (year 2006),  Average Future Daily Traffic: 60 (year 2026),  Design Load: HS 20,  Features Intersected: BOGGS RUN,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $310,000 ( Estimate for 2004),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26A018,  Location: 0.02 MI WEST JCT US 250 (Lat: 40.028333,  Lng: -80.730000),  Route carried "under" structure: County highway 100,  Year Built: 1930,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 7,500 (year 2005),  Truck Traffic: 14%,  Features Intersected: CHESSIE RAILROAD UP,  Facility Carried by Structure: CHESSIE RR
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.756,  Lanes under structure: 2,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 26A069,  Location: 0.02 MI SOUTH JCT CR 2/7 (Lat: 39.996667,  Lng: -80.731667),  Route carried "under" structure: County highway 207,  Year Built: 1964,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 600 (year 2005),  Truck Traffic: 14%,  Features Intersected: US 250,  Facility Carried by Structure: US 250
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.222,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 26A07,  Location: 0.85 MI SOUTH JCT CR 1 (Lat: 40.013333,  Lng: -80.733333),  Route carried "under" structure: Ramp US 25000,  Year Built: 1965,  Structure Length: 9.88m (32.41ft),  Features Intersected: US 250,  Facility Carried by Structure: US 250
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 98.8m (324.1ft)

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Structure Number: 26A073,  Location: 0.02 MI SOUTH CR 1 (Lat: 40.025000,  Lng: -80.728333),  Route carried "under" structure: County highway 100,  Year Built: 1968,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 7,500 (year 2005),  Truck Traffic: 14%,  Features Intersected: US ROUTE 250,  Facility Carried by Structure: US ROUTE 250
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.821,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 26A08,  Location: 0.40 MI S JCT CR 1 (Lat: 40.018333,  Lng: -80.731667),  Route carried "under" structure: US 25000,  Year Built: 1968,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 18,000 (year 2005),  Truck Traffic: 7%,  Features Intersected: COUNTY ROUTE 1/1,  Facility Carried by Structure: COUNTY ROUTE 1/1
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 61.673,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.0m (210.0ft)