Bridge Statistics for Hamlin, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 121ft / 37.3mTotal length
- $1,871,000Total costs
- 11,978Total average daily traffic
- 783Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hamlin
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11960-1969
- 21970-1979
- 11980-1989
- 21990-1999
- 52000-2009
- 32010-2019
- Bridge Condition - Deck
- 8.3%Very good
- 41.7%Good
- 41.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 30.8%Good
- 38.5%Satisfactory
- 7.7%Fair
- 7.7%Poor
- 7.7%Serious
- Bridge Condition - Substructure
- 46.2%Good
- 23.1%Satisfactory
- 15.4%Fair
- 7.7%Poor
- 7.7%Serious
- Bridge Condition - Channel
- 7.1%Very good
- 28.6%Good
- 35.7%Satisfactory
- 28.6%Fair
Find on map >> Show street view
Structure Number: 22A001, Location: 0.11 MI EAST OF CR 1 (Lat: 38.281600, Lng: -82.079531), Route carried "on" structure: State highway 300, Year Built: 1976, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 3,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,811 (year 2039), Design Load: HS 20, Features Intersected: MUD RIVER, Facility Carried by Structure: WV 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, 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: 21.3m (69.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $11,000, Total Project Cost: $250,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22A001, Location: 0.11 MI EAST OF CR 1 (Lat: 38.281600, Lng: -82.079531), Route carried "on" structure: State highway 300, Year Built: 1976, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 3,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,811 (year 2039), Design Load: HS 20, Features Intersected: MUD RIVER, Facility Carried by Structure: WV 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, 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: 21.3m (69.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $11,000, Total Project Cost: $250,000 ( Estimate for 2017), 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: 22A002, Location: 0.17 MI WEST OF WV 34 (Lat: 38.278611, Lng: -82.075139), Route carried "on" structure: State highway 300, Year Built: 1976, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,443 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 3,546 (year 2039), Design Load: HS 20, Features Intersected: MIDDLE FORK MUD RIVER, Facility Carried by Structure: WV 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.845, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than 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: 22A002, Location: 0.17 MI WEST OF WV 34 (Lat: 38.278611, Lng: -82.075139), Route carried "on" structure: State highway 300, Year Built: 1976, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,443 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 3,546 (year 2039), Design Load: HS 20, Features Intersected: MIDDLE FORK MUD RIVER, Facility Carried by Structure: WV 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.845, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 22A009, Location: 0.03 MI SOUTH OF WV 3 (Lat: 38.269100, Lng: -82.065731), Route carried "on" structure: County highway 306, Year Built: 1991, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 102 (year 2039), Design Load: HS 25 or greater, Features Intersected: MIDDLE FK MUD RIVER, Facility Carried by Structure: CR 3/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22A009, Location: 0.03 MI SOUTH OF WV 3 (Lat: 38.269100, Lng: -82.065731), Route carried "on" structure: County highway 306, Year Built: 1991, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 102 (year 2039), Design Load: HS 25 or greater, Features Intersected: MIDDLE FK MUD RIVER, Facility Carried by Structure: CR 3/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22A013, Location: 0.18 MI SOUTH OF WV 3 (Lat: 38.273889, Lng: -82.104300), Route carried "on" structure: County highway 314, Year Built: 1940, Status: Posted for load, Structure Length: 3.42m (11.22ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 105 (year 2039), Features Intersected: MUD RIVER, Facility Carried by Structure: CR 3/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: July 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $100,000, Total Project Cost: $512,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 22A013, Location: 0.18 MI SOUTH OF WV 3 (Lat: 38.273889, Lng: -82.104300), Route carried "on" structure: County highway 314, Year Built: 1940, Status: Posted for load, Structure Length: 3.42m (11.22ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 105 (year 2039), Features Intersected: MUD RIVER, Facility Carried by Structure: CR 3/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: July 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $100,000, Total Project Cost: $512,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 22A026, Location: 0.05 MI SOUTH OF CR 30 (Lat: 38.252069, Lng: -82.124750), Route carried "on" structure: County highway 700, Year Built: 1990, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 998 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22A026, Location: 0.05 MI SOUTH OF CR 30 (Lat: 38.252069, Lng: -82.124750), Route carried "on" structure: County highway 700, Year Built: 1990, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 998 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 22A056, Location: 0.01 MI. S. OF CR. 34/2 (Lat: 38.306819, Lng: -82.048611), Route carried "on" structure: State highway 3400, Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,365 (year 2040), Features Intersected: BIG CREEK, Facility Carried by Structure: WV 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 48.1 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, 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $340,000, Total Project Cost: $765,000 ( Estimate for 2018)
Structure Number: 22A056, Location: 0.01 MI. S. OF CR. 34/2 (Lat: 38.306819, Lng: -82.048611), Route carried "on" structure: State highway 3400, Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,365 (year 2040), Features Intersected: BIG CREEK, Facility Carried by Structure: WV 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 48.1 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, 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $340,000, Total Project Cost: $765,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 22A108, Location: 0.05 MI EAST OF CR 1 (Lat: 38.305469, Lng: -82.088231), Route carried "on" structure: County highway 102, Year Built: 1988, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11 (year 2040), Features Intersected: MUD RIVER, Facility Carried by Structure: CR 1/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.7m (71.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $90,000, Total Project Cost: $344,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22A108, Location: 0.05 MI EAST OF CR 1 (Lat: 38.305469, Lng: -82.088231), Route carried "on" structure: County highway 102, Year Built: 1988, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11 (year 2040), Features Intersected: MUD RIVER, Facility Carried by Structure: CR 1/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.7m (71.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $90,000, Total Project Cost: $344,000 ( Estimate for 2018), 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: 22A131, Location: 0.10 MI SOUTH OF WV 3 (Lat: 38.277750, Lng: -82.094411), Route carried "on" structure: County highway 341, Year Built: 2001, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2039), Design Load: HS 25 or greater, Features Intersected: MUD RIVER, Facility Carried by Structure: CR 3/41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22A131, Location: 0.10 MI SOUTH OF WV 3 (Lat: 38.277750, Lng: -82.094411), Route carried "on" structure: County highway 341, Year Built: 2001, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2039), Design Load: HS 25 or greater, Features Intersected: MUD RIVER, Facility Carried by Structure: CR 3/41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, 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: 22A134, Location: 0.01 MILE EAST OF CR 7 (Lat: 38.238611, Lng: -82.129781), Route carried "on" structure: County highway 712, Year Built: 2000, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 43 (year 2037), Design Load: HS 25 or greater, Features Intersected: MUD RIVER, Facility Carried by Structure: CR 7/12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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 48 months, Inspection Date: May 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22A134, Location: 0.01 MILE EAST OF CR 7 (Lat: 38.238611, Lng: -82.129781), Route carried "on" structure: County highway 712, Year Built: 2000, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 43 (year 2037), Design Load: HS 25 or greater, Features Intersected: MUD RIVER, Facility Carried by Structure: CR 7/12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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 48 months, Inspection Date: May 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 22A146, Location: 0.04 MILES SOUTH OF W V 3 (Lat: 38.278189, Lng: -82.114411), Route carried "on" structure: County highway 379, Year Built: 2006, Status: Open, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 250 (year 2037), Design Load: HS 25 or greater, Features Intersected: MUD RIVER, Facility Carried by Structure: COUNTY ROUTE 3/79
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22A146, Location: 0.04 MILES SOUTH OF W V 3 (Lat: 38.278189, Lng: -82.114411), Route carried "on" structure: County highway 379, Year Built: 2006, Status: Open, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 250 (year 2037), Design Load: HS 25 or greater, Features Intersected: MUD RIVER, Facility Carried by Structure: COUNTY ROUTE 3/79
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Equal to 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: June 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: 22A147, Location: 0.04 MILES N OF C R 3/11 (Lat: 38.324281, Lng: -82.126911), Route carried "on" structure: County highway 100, Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 520 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: COUNTY ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.594, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 22A147, Location: 0.04 MILES N OF C R 3/11 (Lat: 38.324281, Lng: -82.126911), Route carried "on" structure: County highway 100, Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 520 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: COUNTY ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.594, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Find on map >> Show street view
Structure Number: 22A148, Location: 0.11 MILES S OF W.V. 3 (Lat: 38.269769, Lng: -82.071800), Route carried "on" structure: County highway 3200, Year Built: 2007, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 270 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 354 (year 2035), Design Load: HL 93, Features Intersected: TRACE CREEK, Facility Carried by Structure: COUNTY ROUTE 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.548, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, 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: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22A148, Location: 0.11 MILES S OF W.V. 3 (Lat: 38.269769, Lng: -82.071800), Route carried "on" structure: County highway 3200, Year Built: 2007, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 270 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 354 (year 2035), Design Load: HL 93, Features Intersected: TRACE CREEK, Facility Carried by Structure: COUNTY ROUTE 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.548, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, 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: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, 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: 22A153, Location: 0.04 MI. N. OF CR 7/1 (Lat: 38.222181, Lng: -82.113350), Route carried "on" structure: County highway 70, Year Built: 2012, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,145 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 550 (year 2039), Design Load: HL 93, Features Intersected: MUD RIVER, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal 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: August 2020, Critical Feature Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22A153, Location: 0.04 MI. N. OF CR 7/1 (Lat: 38.222181, Lng: -82.113350), Route carried "on" structure: County highway 70, Year Built: 2012, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,145 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 550 (year 2039), Design Load: HL 93, Features Intersected: MUD RIVER, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal 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: August 2020, Critical Feature Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 27A158, Location: 0.01 MILE N OF CR 78 (Lat: 38.234200, Lng: -82.119000), Route carried "on" structure: County highway 7805, Year Built: 2006, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2038), Design Load: HS 25 or greater, Features Intersected: SIXTEEN MILE CREEK, Facility Carried by Structure: CR 785
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy
Structure Number: 27A158, Location: 0.01 MILE N OF CR 78 (Lat: 38.234200, Lng: -82.119000), Route carried "on" structure: County highway 7805, Year Built: 2006, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2038), Design Load: HS 25 or greater, Features Intersected: SIXTEEN MILE CREEK, Facility Carried by Structure: CR 785
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 27A174, Location: 1.84 MILES N. OF CR 40 (Lat: 38.274000, Lng: -82.130000), Route carried "under" structure: County highway 3800, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 50 (year 0013), Features Intersected: CR38 & LOWER NINEMILE CK, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 5.633, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 46.9m (153.9ft)
Structure Number: 27A174, Location: 1.84 MILES N. OF CR 40 (Lat: 38.274000, Lng: -82.130000), Route carried "under" structure: County highway 3800, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 50 (year 0013), Features Intersected: CR38 & LOWER NINEMILE CK, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 5.633, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 46.9m (153.9ft)
Find on map >> Show street view
Structure Number: 27A175, Location: 1.84 MILE N OF CR 40 (Lat: 38.274000, Lng: -82.130000), Route carried "under" structure: County highway 3800, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 50 (year 0007), Features Intersected: CR38 & LOWER NINEMILE CK, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 5.633, Lanes on structure: 2, Length of Maximum Span: 46.5m (152.6ft)
Structure Number: 27A175, Location: 1.84 MILE N OF CR 40 (Lat: 38.274000, Lng: -82.130000), Route carried "under" structure: County highway 3800, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 50 (year 0007), Features Intersected: CR38 & LOWER NINEMILE CK, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 5.633, Lanes on structure: 2, Length of Maximum Span: 46.5m (152.6ft)