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 - historical statistics
- 11930-1939
- 81970-1979
- 11980-1989
- 32000-2009
- Bridge Condition - Deck
- 16.7%Good
- 16.7%Satisfactory
- 66.7%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 50.0%Good
- 37.5%Satisfactory
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 20.0%Excellent
- 40.0%Very good
- 40.0%Good
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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)
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)
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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
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
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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)
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)
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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)
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)
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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)
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)
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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)
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)
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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)
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)