Bridge Statistics for Leon, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 223ft / 68.4mTotal length
- $2,800,000Total costs
- 82,740Total average daily traffic
- 20,209Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Leon
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11950-1959
- 11960-1969
- 21980-1989
- 31990-1999
- 102010-2019
- Bridge Condition - Deck
- 35.7%Very good
- 42.9%Good
- 7.1%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 42.9%Very good
- 28.6%Good
- 21.4%Satisfactory
- 7.1%Fair
- Bridge Condition - Substructure
- 28.6%Very good
- 35.7%Good
- 21.4%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 11.8%Excellent
- 23.5%Very good
- 29.4%Good
- 5.9%Satisfactory
- 17.6%Fair
- 11.8%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Poor
Find on map >> Show street view
Structure Number: 27A028, Location: 0.15 MI E OF US 35 (Lat: 38.716700, Lng: -81.966150), Route carried "on" structure: County highway 179, Year Built: 1961, Status: Posted for load, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13 (year 2040), Features Intersected: LITTLE SIXTEENMILE CREEK, Facility Carried by Structure: COUNTY ROUTE 17/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27A028, Location: 0.15 MI E OF US 35 (Lat: 38.716700, Lng: -81.966150), Route carried "on" structure: County highway 179, Year Built: 1961, Status: Posted for load, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13 (year 2040), Features Intersected: LITTLE SIXTEENMILE CREEK, Facility Carried by Structure: COUNTY ROUTE 17/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 27A032, Location: 0.10 MI N OF CR 23/5 (Lat: 38.770119, Lng: -81.954869), Route carried "on" structure: County highway 23, Year Built: 1988, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 910 (year 2038), Design Load: HS 25 or greater, Features Intersected: COOPER FK OF TENMILE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $50,000, Total Project Cost: $125,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27A032, Location: 0.10 MI N OF CR 23/5 (Lat: 38.770119, Lng: -81.954869), Route carried "on" structure: County highway 23, Year Built: 1988, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 910 (year 2038), Design Load: HS 25 or greater, Features Intersected: COOPER FK OF TENMILE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $50,000, Total Project Cost: $125,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 27A049, Location: 0.05 MI W OF CR 28 (Lat: 38.740381, Lng: -81.894400), Route carried "on" structure: County highway 3100, Year Built: 1980, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 195 (year 2038), Design Load: HS 20, Features Intersected: POPLAR FK OF 13MI CK, Facility Carried by Structure: CR 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27A049, Location: 0.05 MI W OF CR 28 (Lat: 38.740381, Lng: -81.894400), Route carried "on" structure: County highway 3100, Year Built: 1980, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 195 (year 2038), Design Load: HS 20, Features Intersected: POPLAR FK OF 13MI CK, Facility Carried by Structure: CR 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 27A058, Location: 0.25 NORTH OF US 35 (Lat: 38.768361, Lng: -82.010100), Route carried "on" structure: Alternate State highway 817, Year Built: 1929, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 105 (year 2040), Features Intersected: UPPER NINEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 47.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $75,000, Total Project Cost: $375,000 ( Estimate for 2019)
Structure Number: 27A058, Location: 0.25 NORTH OF US 35 (Lat: 38.768361, Lng: -82.010100), Route carried "on" structure: Alternate State highway 817, Year Built: 1929, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 105 (year 2040), Features Intersected: UPPER NINEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 47.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $75,000, Total Project Cost: $375,000 ( Estimate for 2019)
Find on map >> Show street view
Structure Number: 27A079, Location: 0.02 MI N OF CR 35/5 (Lat: 38.751089, Lng: -81.961089), Route carried "on" structure: State highway 62, Year Built: 1951, Status: Open, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,690 (year 2039), Design Load: HS 15, Features Intersected: THIRTEENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.589, Lanes on structure: 2, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.68m (28.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27A079, Location: 0.02 MI N OF CR 35/5 (Lat: 38.751089, Lng: -81.961089), Route carried "on" structure: State highway 62, Year Built: 1951, Status: Open, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,690 (year 2039), Design Load: HS 15, Features Intersected: THIRTEENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.589, Lanes on structure: 2, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.68m (28.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 27A12, Location: 1.83 MI N OF CR 40/3 (Lat: 38.757769, Lng: -82.012161), Route carried "on" structure: County highway 4000, Year Built: 1990, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 207 (year 2040), Design Load: HS 25 or greater, Features Intersected: UPPER NINEMILE CREEK, Facility Carried by Structure: CR 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27A12, Location: 1.83 MI N OF CR 40/3 (Lat: 38.757769, Lng: -82.012161), Route carried "on" structure: County highway 4000, Year Built: 1990, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 207 (year 2040), Design Load: HS 25 or greater, Features Intersected: UPPER NINEMILE CREEK, Facility Carried by Structure: CR 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 27A129, Location: 0.10 MI E OF CR 29 (Lat: 38.703639, Lng: -81.994839), Route carried "on" structure: County highway 2913, Year Built: 1992, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 52 (year 2038), Design Load: H 20, Features Intersected: LITTLE SIXTEENMILE CREEK, Facility Carried by Structure: CR 29/13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27A129, Location: 0.10 MI E OF CR 29 (Lat: 38.703639, Lng: -81.994839), Route carried "on" structure: County highway 2913, Year Built: 1992, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 52 (year 2038), Design Load: H 20, Features Intersected: LITTLE SIXTEENMILE CREEK, Facility Carried by Structure: CR 29/13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 27A133, Location: 0.05 MI NORTH OF CR 17/8 (Lat: 38.741269, Lng: -81.978281), Route carried "on" structure: US 35, Year Built: 1930, Year Reconstructed: 2013, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 16,740 (year 2040), Features Intersected: FORK OF POND BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 47.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2020)
Structure Number: 27A133, Location: 0.05 MI NORTH OF CR 17/8 (Lat: 38.741269, Lng: -81.978281), Route carried "on" structure: US 35, Year Built: 1930, Year Reconstructed: 2013, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 16,740 (year 2040), Features Intersected: FORK OF POND BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 47.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 27A138, Location: 0.65 MI E OF WV 62 (Lat: 38.701481, Lng: -81.940500), Route carried "on" structure: County highway 3510, Year Built: 1997, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 585 (year 2038), Design Load: HS 25 or greater, Features Intersected: THIRTEENMILE CREEK, Facility Carried by Structure: CR 35/10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27A138, Location: 0.65 MI E OF WV 62 (Lat: 38.701481, Lng: -81.940500), Route carried "on" structure: County highway 3510, Year Built: 1997, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 585 (year 2038), Design Load: HS 25 or greater, Features Intersected: THIRTEENMILE CREEK, Facility Carried by Structure: CR 35/10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, 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: 27A17, Location: 0.02 MI EAST OF CR 35/4 (Lat: 38.749861, Lng: -81.952211), Route carried "on" structure: County highway 355, Year Built: 2011, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 207 (year 2040), Design Load: HL 93, Features Intersected: THIRTEENMILE CREEK, Facility Carried by Structure: CR 35/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27A17, Location: 0.02 MI EAST OF CR 35/4 (Lat: 38.749861, Lng: -81.952211), Route carried "on" structure: County highway 355, Year Built: 2011, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 207 (year 2040), Design Load: HL 93, Features Intersected: THIRTEENMILE CREEK, Facility Carried by Structure: CR 35/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, 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: 27A18, Location: 0.32 MILE N. OF CR 40 (Lat: 38.766400, Lng: -82.009000), Route carried "on" structure: US 3500, Year Built: 2010, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 14,300 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 20,306 (year 2038), Features Intersected: UPPER NINEMILE CREEK, Facility Carried by Structure: US 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.243, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 27A18, Location: 0.32 MILE N. OF CR 40 (Lat: 38.766400, Lng: -82.009000), Route carried "on" structure: US 3500, Year Built: 2010, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 14,300 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 20,306 (year 2038), Features Intersected: UPPER NINEMILE CREEK, Facility Carried by Structure: US 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.243, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Find on map >> Show street view
Structure Number: 27A186, Location: 1.36 MI N OF CR 78 (Lat: 38.690419, Lng: -81.965239), Route carried "on" structure: US 35, Year Built: 2014, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 9,100 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 12,922 (year 2038), Design Load: HL 93, Features Intersected: SIXTEEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.474, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27A186, Location: 1.36 MI N OF CR 78 (Lat: 38.690419, Lng: -81.965239), Route carried "on" structure: US 35, Year Built: 2014, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 9,100 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 12,922 (year 2038), Design Load: HL 93, Features Intersected: SIXTEEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.474, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 27A188, Location: 0.08 MI S OF CR 29 (Lat: 38.715811, Lng: -81.968511), Route carried "on" structure: US 35, Year Built: 2014, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 14,300 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 20,306 (year 2038), Design Load: HL 93, Features Intersected: LITTLE SIXTEEN MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.323, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27A188, Location: 0.08 MI S OF CR 29 (Lat: 38.715811, Lng: -81.968511), Route carried "on" structure: US 35, Year Built: 2014, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 14,300 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 20,306 (year 2038), Design Load: HL 93, Features Intersected: LITTLE SIXTEEN MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.323, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 27A191, Location: 1.99 MI N OF CR 23 (Lat: 38.774539, Lng: -81.986539), Route carried "on" structure: State highway 62, Year Built: 2018, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,755 (year 2038), Design Load: HL 93, Features Intersected: TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.066, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 19.3m (63.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Underwater Inspection Date: August 2017, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27A191, Location: 1.99 MI N OF CR 23 (Lat: 38.774539, Lng: -81.986539), Route carried "on" structure: State highway 62, Year Built: 2018, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,755 (year 2038), Design Load: HL 93, Features Intersected: TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.066, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 19.3m (63.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Underwater Inspection Date: August 2017, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 27A194, Location: 1.14 MI E OF WV 62 (Lat: 38.730881, Lng: -81.934731), Route carried "on" structure: County highway 31, Year Built: 2018, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 195 (year 2037), Design Load: HL 93, Features Intersected: THIRTEENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.4m (165.4ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27A194, Location: 1.14 MI E OF WV 62 (Lat: 38.730881, Lng: -81.934731), Route carried "on" structure: County highway 31, Year Built: 2018, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 195 (year 2037), Design Load: HL 93, Features Intersected: THIRTEENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.4m (165.4ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 27A211, Location: 0.57 MI South Old Rt 35 (Lat: 38.759200, Lng: -82.009561), Route carried "on" structure: US 3500, Year Built: 2019, Status: Not yet open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 16,740 (year 2040), Design Load: HL 93, Features Intersected: Upper 9 Mile Creek, CR40, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 17.68m (58.01ft), Kilometerpoint: 13.068, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27A211, Location: 0.57 MI South Old Rt 35 (Lat: 38.759200, Lng: -82.009561), Route carried "on" structure: US 3500, Year Built: 2019, Status: Not yet open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 16,740 (year 2040), Design Load: HL 93, Features Intersected: Upper 9 Mile Creek, CR40, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 17.68m (58.01ft), Kilometerpoint: 13.068, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: 27A212, Location: 0.57 MI South Old Rt 35 (Lat: 38.759200, Lng: -82.009561), Route carried "on" structure: US 3500, Year Built: 2019, Status: Not yet open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 16,740 (year 2040), Design Load: HL 93, Features Intersected: Upper 9 Mile Creek, CR40, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 17.68m (58.01ft), Kilometerpoint: 13.068, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27A212, Location: 0.57 MI South Old Rt 35 (Lat: 38.759200, Lng: -82.009561), Route carried "on" structure: US 3500, Year Built: 2019, Status: Not yet open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 16,740 (year 2040), Design Load: HL 93, Features Intersected: Upper 9 Mile Creek, CR40, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 17.68m (58.01ft), Kilometerpoint: 13.068, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: 27A211, Location: 0.57 MI South Old Rt 35 (Lat: 38.759200, Lng: -82.009561), Route carried "under" structure: County highway 4000, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 20 (year 2020), Truck Traffic: 5%, Features Intersected: Upper 9 Mile Creek, CR40, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 17.68m (58.01ft), Kilometerpoint: 0.966, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 59.4m (194.9ft)
Structure Number: 27A211, Location: 0.57 MI South Old Rt 35 (Lat: 38.759200, Lng: -82.009561), Route carried "under" structure: County highway 4000, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 20 (year 2020), Truck Traffic: 5%, Features Intersected: Upper 9 Mile Creek, CR40, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 17.68m (58.01ft), Kilometerpoint: 0.966, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 59.4m (194.9ft)
Find on map >> Show street view
Structure Number: 27A212, Location: 0.57 MI South Old Rt 35 (Lat: 38.759200, Lng: -82.009561), Route carried "under" structure: County highway 4000, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 20 (year 2020), Truck Traffic: 5%, Features Intersected: Upper 9 Mile Creek, CR40, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 17.68m (58.01ft), Kilometerpoint: 0.966, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 59.4m (194.9ft)
Structure Number: 27A212, Location: 0.57 MI South Old Rt 35 (Lat: 38.759200, Lng: -82.009561), Route carried "under" structure: County highway 4000, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 20 (year 2020), Truck Traffic: 5%, Features Intersected: Upper 9 Mile Creek, CR40, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 17.68m (58.01ft), Kilometerpoint: 0.966, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 59.4m (194.9ft)