Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 131ft / 39.9mTotal length
  • $5,918,000Total costs
  • 96,930Total average daily traffic
  • 17,022Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Bruceton Mills
  • No street view available for this location

New bridges in Bruceton Mills, WV - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 81970-1979
  • 11980-1989
  • 32000-2009
Average Bridge Daily Traffic in Bruceton Mills, WV
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 16.7%Good
  • 16.7%Satisfactory
  • 66.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Very good
  • 50.0%Good
  • 37.5%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 20.0%Excellent
  • 40.0%Very good
  • 40.0%Good
Find on map >>   Show street view

Structure Number: 39A055,  Location: 0.10 MI NORTH CO RT 26/16 (Lat: 39.631539,  Lng: -79.645669),  Route carried "on" structure: State highway 2600,  Year Built: 1931,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,350 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,850 (year 2039),  Features Intersected: LITTLE SANDY CREEK,  Facility Carried by Structure: WV ROUTE 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.604,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $568,000,  Roadway Improvement Cost: $474,000,  Total Project Cost: $1,271,000 ( Estimate for 2021)
Find on map >>   Show street view

Structure Number: 39A056,  Location: 0.13 MI SOUTH CO RT 73/73 (Lat: 39.654739,  Lng: -79.637931),  Route carried "on" structure: State highway 2600,  Year Built: 1972,  Status: Open,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 3,600 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,750 (year 2038),  Design Load: HS 20,  Features Intersected: Interstate 68,  Facility Carried by Structure: WV ROUTE 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.727,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 34.9m (114.5ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $511,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 39A103,  Location: 0.60 MI WEST WV RT 26 (Lat: 39.656200,  Lng: -79.649211),  Route carried "on" structure: Interstate 6800,  Year Built: 1972,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 16,200 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 23,200 (year 2041),  Design Load: HS 20,  Features Intersected: Pre. Co. Rt. 73/16,  Facility Carried by Structure: INTERSTATE 68
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.081,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Culverts: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $871,000,  Roadway Improvement Cost: $807,000,  Total Project Cost: $2,021,000 ( Estimate for 2021)
Find on map >>   Show street view

Structure Number: 39A104,  Location: 0.14 MI WEST WV RT 26 (Lat: 39.655111,  Lng: -79.640431),  Route carried "on" structure: Interstate 6800,  Year Built: 1971,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 8,100 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 11,580 (year 2041),  Design Load: HS 20,  Features Intersected: BIG SANDY CREEK,  Facility Carried by Structure: INTERSTATE 68
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.822,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 21.6m (70.9ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $722,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,044,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 39A112,  Location: 0.14 MI WEST WV RT 26 (Lat: 39.654819,  Lng: -79.640461),  Route carried "on" structure: Interstate 6800,  Year Built: 1971,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 8,100 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 11,580 (year 2041),  Design Load: HS 20,  Features Intersected: BIG SANDY CREEK,  Facility Carried by Structure: INTERSTATE 68
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.822,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  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: 21.6m (70.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $712,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,071,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 39A143,  Location: 0.03 MI WEST WV RT 26 (Lat: 39.658919,  Lng: -79.638331),  Route carried "on" structure: County highway 7373,  Year Built: 1986,  Status: Open,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 900 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,150 (year 2038),  Design Load: HS 20,  Features Intersected: BIG SANDY CREEK,  Facility Carried by Structure: PRESTON CR 73/73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.615,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: 39A152,  Location: 0.04 MI SOUTH CO RT 73/73 (Lat: 39.662800,  Lng: -79.674339),  Route carried "on" structure: County highway 7311,  Year Built: 1972,  Status: Open,  Structure Length: 7.09m (23.26ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 70 (year 2041),  Design Load: HS 15,  Features Intersected: I-68 EB and WB,  Facility Carried by Structure: PRESTON CR 73/11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 4,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 39A231,  Location: 0.28 MI SOUTH WV RT 26 (Lat: 39.628200,  Lng: -79.648700),  Route carried "on" structure: County highway 2616,  Year Built: 2005,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 325 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: WEBSTER RUN,  Facility Carried by Structure: PRESTON CO 26/16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 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: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 39A234,  Location: ON PRIVATE RD OVER I-68 (Lat: 39.655939,  Lng: -79.689339),  Route carried "on" structure: County highway 6808,  Year Built: 2007,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 5 (year 2020),  Average Future Daily Traffic: 7 (year 2040),  Design Load: HL 93,  Features Intersected: Interstate 68,  Facility Carried by Structure: PRESTON CO RT 68/8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 39A056,  Location: 0.13 MI SOUTH CO RT 73/73 (Lat: 39.654739,  Lng: -79.637931),  Route carried "under" structure: Interstate 6800,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 19,300 (year 0018),  Truck Traffic: 15%,  Features Intersected: Interstate 68,  Facility Carried by Structure: WV ROUTE 26
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 37.047,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 34.9m (114.5ft)

Find on map >>   Show street view

Structure Number: 39A103,  Location: 0.60 MI WEST WV RT 26 (Lat: 39.656200,  Lng: -79.649211),  Route carried "under" structure: County highway 7316,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0017),  Features Intersected: Pre. Co. Rt. 73/16,  Facility Carried by Structure: INTERSTATE 68
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 7.9m (25.9ft)

Find on map >>   Show street view

Structure Number: 39A152,  Location: 0.04 MI SOUTH CO RT 73/73 (Lat: 39.662800,  Lng: -79.674339),  Route carried "under" structure: Interstate 6800,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 17,725 (year 0017),  Truck Traffic: 15%,  Features Intersected: I-68 EB and WB,  Facility Carried by Structure: PRESTON CR 73/11
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 33.732,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 23.0m (75.5ft)

Find on map >>   Show street view

Structure Number: 39A234,  Location: ON PRIVATE RD OVER I-68 (Lat: 39.655939,  Lng: -79.689339),  Route carried "under" structure: Interstate 6800,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 19,300 (year 0018),  Truck Traffic: 15%,  Features Intersected: Interstate 68,  Facility Carried by Structure: PRESTON CO RT 68/8
Minimum Vertical Clearance: 8.84m (29.00ft),  Kilometerpoint: 32.187,  Lanes on structure: 1,  Lanes under structure: 4,  Length of Maximum Span: 67.1m (220.1ft)

Discuss Bruceton Mills, West Virginia (WV) on our hugely popular West Virginia forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2024 Advameg, Inc.