Bridge Statistics for St. Marys, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 37A006,  Location: 0.08 MILE SOUTH OF CR 26 (Lat: 39.402589,  Lng: -81.198181),  Route carried "on" structure: State highway 2,  Year Built: 1968,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 12.36m (40.55ft),  Average Daily Traffic: 11,700 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,625 (year 2038),  Design Load: HS 20,  Features Intersected: Middle Island Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.638,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  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: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.37m (40.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $5,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $5,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 37A008,  Location: 0.12 MI. W. OF CR. 28 (Lat: 39.390900,  Lng: -81.133089),  Route carried "on" structure: County highway 3,  Year Built: 1976,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 450 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 644 (year 2039),  Design Load: HS 20,  Features Intersected: MCKIM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.017,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  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: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $185,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 37A019,  Location: 0.02 MI SOUTH OF CR 20 (Lat: 39.348469,  Lng: -81.188439),  Route carried "on" structure: County highway 22,  Year Built: 1940,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 60 (year 2019),  Average Future Daily Traffic: 70 (year 2039),  Features Intersected: LEFT FORK FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $750,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 37A027,  Location: 0.17 MILE WEST OF WV 2 (Lat: 39.391000,  Lng: -81.208581),  Route carried "on" structure: County highway 210,  Year Built: 1928,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 550 (year 2019),  Average Future Daily Traffic: 787 (year 2039),  Design Load: H 15,  Features Intersected: OHIO RIVER BACK CHANNEL,  Facility Carried by Structure: COUNTY ROUTE 2/10
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Navigation Control: Yes ( Vertical Clearance: 8.8m (28.9ft), Horizontal Clearance: 62.8m (206.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 65.1m (213.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 24.38m (79.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $1,300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 37A032,  Location: 0.13 MILE N OF WV 807 (Lat: 39.386089,  Lng: -81.209139),  Route carried "on" structure: State highway 2,  Year Built: 2001,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 8,900 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,125 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.498,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 37A901,  Location: 0.07 MILE WEST OF WV 2 (Lat: 39.386961,  Lng: -81.210000),  Route carried "on" structure: City street N1425,  Year Built: 1980,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 50 (year 2038),  Features Intersected: CSX RAILROAD TRACK,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Critical,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,100,000,  Roadway Improvement Cost: $550,000,  Total Project Cost: $1,650,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 54A058,  Location: 0.08 MI. S. OF CR 21/25 (Lat: 39.412000,  Lng: -81.195900),  Route carried "on" structure: County highway 21,  Year Built: 1922,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,080 (year 2038),  Design Load: H 15,  Features Intersected: TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.497,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $750,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 37A006,  Location: 0.08 MILE SOUTH OF CR 26 (Lat: 39.402589,  Lng: -81.198181),  Route carried "under" structure: ServiceOther road ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 0007),  Features Intersected: Middle Island Creek,  Facility Carried by Structure: WEST VIRGINIA 2
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Length of Maximum Span: 48.8m (160.1ft)

Find on map >>   Show street view

Structure Number: 54A121,  Location: 4.88 MI S OF WV 14 (Lat: 39.423000,  Lng: -81.193700),  Route carried "under" structure: County highway 2124,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 0007),  Truck Traffic: 8%,  Features Intersected: CR 21/24,  Facility Carried by Structure: I-77 NBL
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.876,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.9m (52.2ft)

Find on map >>   Show street view

Structure Number: 54A122,  Location: 4.88 MI S OF WV 14 (Lat: 39.423000,  Lng: -81.193700),  Route carried "under" structure: County highway 2124,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 0007),  Truck Traffic: 8%,  Features Intersected: CR 21/24,  Facility Carried by Structure: I-77 SBL
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.876,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 14.8m (48.6ft)