Bridge Statistics for Athens, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 157ft / 48.3mTotal length
- $1,425,000Total costs
- 51,660Total average daily traffic
- 10,790Total average daily truck traffic
- 62,300Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Athens
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 71970-1979
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 11.1%Good
- 33.3%Satisfactory
- 44.4%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 11.1%Good
- 77.8%Satisfactory
- 11.1%Poor
- Bridge Condition - Substructure
- 33.3%Good
- 44.4%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 50.0%Very good
- 37.5%Good
- 12.5%Poor
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Structure Number: 28A009, Location: 0.37 MI E OF CR 14 (Lat: 37.465039, Lng: -81.064011), Route carried "on" structure: County highway 300, Year Built: 1995, Status: Posted for load, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 660 (year 2039), Design Load: HS 25 or greater, Features Intersected: BRUSH CREEK, Facility Carried by Structure: COUNTY ROUTE 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.486, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $25,000, Total Project Cost: $425,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28A009, Location: 0.37 MI E OF CR 14 (Lat: 37.465039, Lng: -81.064011), Route carried "on" structure: County highway 300, Year Built: 1995, Status: Posted for load, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 660 (year 2039), Design Load: HS 25 or greater, Features Intersected: BRUSH CREEK, Facility Carried by Structure: COUNTY ROUTE 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.486, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $25,000, Total Project Cost: $425,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28A016, Location: 0.03 MI W OF CR 18 (Lat: 37.426000, Lng: -80.995931), Route carried "on" structure: County highway 900, Year Built: 1979, Status: Posted for load, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 660 (year 2039), Design Load: HS 20, Features Intersected: LAUREL CREEK, Facility Carried by Structure: CR 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $50,000, Total Project Cost: $450,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28A016, Location: 0.03 MI W OF CR 18 (Lat: 37.426000, Lng: -80.995931), Route carried "on" structure: County highway 900, Year Built: 1979, Status: Posted for load, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 660 (year 2039), Design Load: HS 20, Features Intersected: LAUREL CREEK, Facility Carried by Structure: CR 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $50,000, Total Project Cost: $450,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28A077, Location: 0.04 MI S OF CR 44/8 (Lat: 37.436500, Lng: -81.004511), Route carried "on" structure: State highway 2000, Year Built: 1936, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,900 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,095 (year 2039), Features Intersected: LAUREL CREEK, Facility Carried by Structure: WV 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.932, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $100,000, Total Project Cost: $550,000 ( Estimate for 2019)
Structure Number: 28A077, Location: 0.04 MI S OF CR 44/8 (Lat: 37.436500, Lng: -81.004511), Route carried "on" structure: State highway 2000, Year Built: 1936, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,900 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,095 (year 2039), Features Intersected: LAUREL CREEK, Facility Carried by Structure: WV 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.932, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $100,000, Total Project Cost: $550,000 ( Estimate for 2019)
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Structure Number: 28A203, Location: 0.0 MI. N OF CR 7 I/C (Lat: 37.424969, Lng: -81.067011), Route carried "on" structure: Interstate 7700, Year Built: 1977, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 1,265 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,543 (year 2039), Design Load: HS 20+Mod, Features Intersected: Mercer Co. Route 7, Facility Carried by Structure: I-77 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.096, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A203, Location: 0.0 MI. N OF CR 7 I/C (Lat: 37.424969, Lng: -81.067011), Route carried "on" structure: Interstate 7700, Year Built: 1977, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 1,265 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,543 (year 2039), Design Load: HS 20+Mod, Features Intersected: Mercer Co. Route 7, Facility Carried by Structure: I-77 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.096, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28A204, Location: .00 MI N OF CO RT 7 I/G (Lat: 37.425039, Lng: -81.065969), Route carried "on" structure: Interstate 7700, Year Built: 1977, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 1,384 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,688 (year 2039), Design Load: HS 20+Mod, Features Intersected: Mercer County Route 7, Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.096, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A204, Location: .00 MI N OF CO RT 7 I/G (Lat: 37.425039, Lng: -81.065969), Route carried "on" structure: Interstate 7700, Year Built: 1977, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 1,384 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,688 (year 2039), Design Load: HS 20+Mod, Features Intersected: Mercer County Route 7, Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.096, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28A205, Location: 0.05 MI. N OF CO RT 7 (Lat: 37.426550, Lng: -81.065900), Route carried "on" structure: Interstate 7700, Year Built: 1977, Status: Open, Structure Length: 9.06m (29.72ft), Average Daily Traffic: 1,411 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,693 (year 2039), Design Load: HS 20+Mod, Features Intersected: BRUSH CREEK, Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.193, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A205, Location: 0.05 MI. N OF CO RT 7 (Lat: 37.426550, Lng: -81.065900), Route carried "on" structure: Interstate 7700, Year Built: 1977, Status: Open, Structure Length: 9.06m (29.72ft), Average Daily Traffic: 1,411 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,693 (year 2039), Design Load: HS 20+Mod, Features Intersected: BRUSH CREEK, Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.193, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28A206, Location: 0.07 MI. N. OF CO RT 7 (Lat: 37.426531, Lng: -81.065611), Route carried "on" structure: Ramp Interstate 7700, Year Built: 1977, Status: Open, Structure Length: 7.69m (25.23ft), Average Daily Traffic: 1,265 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,543 (year 2039), Design Load: HS 20+Mod, Features Intersected: BRUSH CREEK, Facility Carried by Structure: I-77 ENTR RAMP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.193, Lanes on structure: 1, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 28A206, Location: 0.07 MI. N. OF CO RT 7 (Lat: 37.426531, Lng: -81.065611), Route carried "on" structure: Ramp Interstate 7700, Year Built: 1977, Status: Open, Structure Length: 7.69m (25.23ft), Average Daily Traffic: 1,265 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,543 (year 2039), Design Load: HS 20+Mod, Features Intersected: BRUSH CREEK, Facility Carried by Structure: I-77 ENTR RAMP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.193, Lanes on structure: 1, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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
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Structure Number: 28A207, Location: .08 MI. N. OF RTE 7 (Lat: 37.426039, Lng: -81.067089), Route carried "on" structure: Interstate 7700, Year Built: 1979, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 39,127 (year 2017), Truck Traffic: 23%, Average Future Daily Traffic: 47,734 (year 2037), Design Load: HS 20+Mod, Features Intersected: BRUSH CREEK, Facility Carried by Structure: I-77 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.193, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A207, Location: .08 MI. N. OF RTE 7 (Lat: 37.426039, Lng: -81.067089), Route carried "on" structure: Interstate 7700, Year Built: 1979, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 39,127 (year 2017), Truck Traffic: 23%, Average Future Daily Traffic: 47,734 (year 2037), Design Load: HS 20+Mod, Features Intersected: BRUSH CREEK, Facility Carried by Structure: I-77 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.193, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28A212, Location: 0.03 MI. N. OF CO RT 7 (Lat: 37.425769, Lng: -81.067761), Route carried "on" structure: Ramp Interstate 7700, Year Built: 1977, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 1,265 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,543 (year 2039), Design Load: HS 20+Mod, Features Intersected: BRUSH CREEK, Facility Carried by Structure: I-77 EXIT RAMP SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.096, Lanes on structure: 1, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.4m (83.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 28A212, Location: 0.03 MI. N. OF CO RT 7 (Lat: 37.425769, Lng: -81.067761), Route carried "on" structure: Ramp Interstate 7700, Year Built: 1977, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 1,265 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,543 (year 2039), Design Load: HS 20+Mod, Features Intersected: BRUSH CREEK, Facility Carried by Structure: I-77 EXIT RAMP SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.096, Lanes on structure: 1, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.4m (83.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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
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Structure Number: 28A334, Location: 0.22 mile N of Co. 14/1 (Lat: 37.435361, Lng: -81.061511), Route carried "on" structure: County highway 14, Year Built: 2015, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 943 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,141 (year 2036), Design Load: HL 93, Features Intersected: Brush Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: January 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A334, Location: 0.22 mile N of Co. 14/1 (Lat: 37.435361, Lng: -81.061511), Route carried "on" structure: County highway 14, Year Built: 2015, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 943 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,141 (year 2036), Design Load: HL 93, Features Intersected: Brush Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: January 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing