Bridge Statistics for Charles Town, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 404ft / 123mTotal length
- $1,250,000Total costs
- 242,650Total average daily traffic
- 17,604Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Charles Town
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 11930-1939
- 21970-1979
- 61980-1989
- 31990-1999
- 52000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 18.8%Good
- 50.0%Satisfactory
- 25.0%Fair
- 6.3%Poor
- Bridge Condition - Superstructure
- 62.5%Good
- 18.8%Satisfactory
- 12.5%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 25.0%Good
- 37.5%Satisfactory
- 25.0%Fair
- 12.5%Poor
- Bridge Condition - Channel
- 14.3%Very good
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
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Structure Number: 19A003, Location: 0.08 MI N OF CR 27 SLS (Lat: 39.255300, Lng: -77.819969), Route carried "on" structure: State highway 11500, Year Built: 1927, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,305 (year 2040), Features Intersected: EVITTS RUN, Facility Carried by Structure: WV 115 F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 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 minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,250,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19A003, Location: 0.08 MI N OF CR 27 SLS (Lat: 39.255300, Lng: -77.819969), Route carried "on" structure: State highway 11500, Year Built: 1927, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,305 (year 2040), Features Intersected: EVITTS RUN, Facility Carried by Structure: WV 115 F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 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 minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,250,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19A004, Location: 0.01 MI W OFCR 9/8 SLS (Lat: 39.254519, Lng: -77.816431), Route carried "on" structure: State highway 11500, Year Built: 1990, Status: Open, Structure Length: 38.32m (125.72ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,825 (year 2038), Design Load: HS 25 or greater, Features Intersected: Shenandoah River & CR9/8, Facility Carried by Structure: WV 115 (F)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19A004, Location: 0.01 MI W OFCR 9/8 SLS (Lat: 39.254519, Lng: -77.816431), Route carried "on" structure: State highway 11500, Year Built: 1990, Status: Open, Structure Length: 38.32m (125.72ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,825 (year 2038), Design Load: HS 25 or greater, Features Intersected: Shenandoah River & CR9/8, Facility Carried by Structure: WV 115 (F)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19A019, Location: 0.11 MI S OF WV 230 F (Lat: 39.313361, Lng: -77.792589), Route carried "on" structure: US 34000, Year Built: 1971, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 11,800 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 16,166 (year 2038), Design Load: HS 20, Features Intersected: CSXRR/Flowing Spring Run, Facility Carried by Structure: US 340 T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.087, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to 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: Latex Concrete
Structure Number: 19A019, Location: 0.11 MI S OF WV 230 F (Lat: 39.313361, Lng: -77.792589), Route carried "on" structure: US 34000, Year Built: 1971, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 11,800 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 16,166 (year 2038), Design Load: HS 20, Features Intersected: CSXRR/Flowing Spring Run, Facility Carried by Structure: US 340 T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.087, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to 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: Latex Concrete
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Structure Number: 19A024, Location: 0.11 MI S OF WV 230 F (Lat: 39.313389, Lng: -77.792831), Route carried "on" structure: US 34000, Year Built: 1971, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 11,800 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 16,166 (year 2038), Design Load: HS 20, Features Intersected: CSXRR&FLOWING SPRING RUN, Facility Carried by Structure: WV 340 T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.087, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.9m (55.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Latex Concrete
Structure Number: 19A024, Location: 0.11 MI S OF WV 230 F (Lat: 39.313389, Lng: -77.792831), Route carried "on" structure: US 34000, Year Built: 1971, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 11,800 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 16,166 (year 2038), Design Load: HS 20, Features Intersected: CSXRR&FLOWING SPRING RUN, Facility Carried by Structure: WV 340 T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.087, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.9m (55.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Latex Concrete
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Structure Number: 19A027, Location: 0.46 MI E OF CR 9/1 SLS (Lat: 39.326619, Lng: -77.853631), Route carried "on" structure: Bypass State highway 900, Year Built: 1989, Status: Open, Structure Length: 7.49m (24.57ft), Average Daily Traffic: 12,550 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 17,194 (year 2038), Design Load: HS 25 or greater, Features Intersected: NORFOLK & SOUTHERN RR, Facility Carried by Structure: WV 09 WEST BOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.702, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 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: 29.3m (96.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19A027, Location: 0.46 MI E OF CR 9/1 SLS (Lat: 39.326619, Lng: -77.853631), Route carried "on" structure: Bypass State highway 900, Year Built: 1989, Status: Open, Structure Length: 7.49m (24.57ft), Average Daily Traffic: 12,550 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 17,194 (year 2038), Design Load: HS 25 or greater, Features Intersected: NORFOLK & SOUTHERN RR, Facility Carried by Structure: WV 09 WEST BOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.702, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 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: 29.3m (96.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19A028, Location: 0.46 MI E of CR 9/1 SLS (Lat: 39.326339, Lng: -77.853811), Route carried "on" structure: Bypass State highway 900, Year Built: 1989, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 12,550 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 17,194 (year 2038), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: WV 09 EAST BOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.702, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 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: 28.9m (94.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 79.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19A028, Location: 0.46 MI E of CR 9/1 SLS (Lat: 39.326339, Lng: -77.853811), Route carried "on" structure: Bypass State highway 900, Year Built: 1989, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 12,550 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 17,194 (year 2038), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: WV 09 EAST BOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.702, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 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: 28.9m (94.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 79.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19A029, Location: 0.27 MI W OF CR 17/8 SLS (Lat: 39.309489, Lng: -77.842850), Route carried "on" structure: State highway 900, Year Built: 1989, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 12,550 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 17,194 (year 2038), Design Load: HS 25 or greater, Features Intersected: CSX Transportation, Facility Carried by Structure: WV 09 T.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.810, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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 48 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: 19A029, Location: 0.27 MI W OF CR 17/8 SLS (Lat: 39.309489, Lng: -77.842850), Route carried "on" structure: State highway 900, Year Built: 1989, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 12,550 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 17,194 (year 2038), Design Load: HS 25 or greater, Features Intersected: CSX Transportation, Facility Carried by Structure: WV 09 T.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.810, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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 48 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: 19A03, Location: 0.24 MI W OF CR 17/8 SLS (Lat: 39.309419, Lng: -77.843081), Route carried "on" structure: State highway 900, Year Built: 1989, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 12,550 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 17,194 (year 2038), Design Load: HS 25 or greater, Features Intersected: CSX Transportation, Facility Carried by Structure: WV 09 T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.810, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 19A03, Location: 0.24 MI W OF CR 17/8 SLS (Lat: 39.309419, Lng: -77.843081), Route carried "on" structure: State highway 900, Year Built: 1989, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 12,550 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 17,194 (year 2038), Design Load: HS 25 or greater, Features Intersected: CSX Transportation, Facility Carried by Structure: WV 09 T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.810, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 19A031, Location: 0.07 MI S OF JCT US 340 T (Lat: 39.295561, Lng: -77.839550), Route carried "on" structure: US 34000, Year Built: 1989, Status: Open, Structure Length: 7.75m (25.43ft), Average Daily Traffic: 13,600 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 18,632 (year 2038), Design Load: HS 25 or greater, Features Intersected: WV 09 (X), Facility Carried by Structure: US 340 (T)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 20 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: 42.1m (138.1ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 28.1m (92.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 70.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19A031, Location: 0.07 MI S OF JCT US 340 T (Lat: 39.295561, Lng: -77.839550), Route carried "on" structure: US 34000, Year Built: 1989, Status: Open, Structure Length: 7.75m (25.43ft), Average Daily Traffic: 13,600 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 18,632 (year 2038), Design Load: HS 25 or greater, Features Intersected: WV 09 (X), Facility Carried by Structure: US 340 (T)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 20 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: 42.1m (138.1ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 28.1m (92.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 70.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19A032, Location: 0.16 MI S OF CR 115/4 SLS (Lat: 39.274011, Lng: -77.847519), Route carried "on" structure: State highway 11500, Year Built: 1990, Status: Open, Structure Length: 7.93m (26.02ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 3,425 (year 2038), Design Load: HS 25 or greater, Features Intersected: US 340 (T), Facility Carried by Structure: WV 115
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.962, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 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: 42.7m (140.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19A032, Location: 0.16 MI S OF CR 115/4 SLS (Lat: 39.274011, Lng: -77.847519), Route carried "on" structure: State highway 11500, Year Built: 1990, Status: Open, Structure Length: 7.93m (26.02ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 3,425 (year 2038), Design Load: HS 25 or greater, Features Intersected: US 340 (T), Facility Carried by Structure: WV 115
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.962, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 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: 42.7m (140.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19A052, Location: 0.46 MILE WEST OF CR 13/2 (Lat: 39.241700, Lng: -77.918531), Route carried "on" structure: County highway 34002, Year Built: 2007, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 712 (year 2040), Design Load: HS 25 or greater, Features Intersected: BULLSKIN RUN, Facility Carried by Structure: CR 340/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
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: 68.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19A052, Location: 0.46 MILE WEST OF CR 13/2 (Lat: 39.241700, Lng: -77.918531), Route carried "on" structure: County highway 34002, Year Built: 2007, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 712 (year 2040), Design Load: HS 25 or greater, Features Intersected: BULLSKIN RUN, Facility Carried by Structure: CR 340/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
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: 68.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19A06, Location: 0.32 Miles east of US 340 (Lat: 39.280539, Lng: -77.838919), Route carried "on" structure: State highway 9, Year Built: 2006, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 12,550 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 17,194 (year 2039), Design Load: HL 93, Features Intersected: US 340 (X)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.641, Lanes on structure: 1, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19A06, Location: 0.32 Miles east of US 340 (Lat: 39.280539, Lng: -77.838919), Route carried "on" structure: State highway 9, Year Built: 2006, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 12,550 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 17,194 (year 2039), Design Load: HL 93, Features Intersected: US 340 (X)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.641, Lanes on structure: 1, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19A061, Location: 0.32 Miles east of US 340 (Lat: 39.280669, Lng: -77.838800), Route carried "on" structure: State highway 9, Year Built: 2006, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 12,550 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 17,194 (year 2039), Design Load: HL 93, Features Intersected: US 340 (X)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.641, Lanes on structure: 1, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19A061, Location: 0.32 Miles east of US 340 (Lat: 39.280669, Lng: -77.838800), Route carried "on" structure: State highway 9, Year Built: 2006, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 12,550 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 17,194 (year 2039), Design Load: HL 93, Features Intersected: US 340 (X)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.641, Lanes on structure: 1, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19A063, Location: 0.19 Mi West of CR 32 (Lat: 39.269350, Lng: -77.769831), Route carried "on" structure: State highway 9, Year Built: 2011, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 16,800 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 23,016 (year 2039), Design Load: HL 93, Features Intersected: 32/2 (SLS)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.126, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 30 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: 36.1m (118.4ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19A063, Location: 0.19 Mi West of CR 32 (Lat: 39.269350, Lng: -77.769831), Route carried "on" structure: State highway 9, Year Built: 2011, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 16,800 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 23,016 (year 2039), Design Load: HL 93, Features Intersected: 32/2 (SLS)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.126, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 30 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: 36.1m (118.4ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19A067, Location: 0.49 miles N of CR 36 SLS (Lat: 39.251000, Lng: -77.840661), Route carried "on" structure: County highway 25, Year Built: 1930, Year Reconstructed: 2018, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,936 (year 2039), Design Load: HL 93, Features Intersected: Evitts Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 74.4 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19A067, Location: 0.49 miles N of CR 36 SLS (Lat: 39.251000, Lng: -77.840661), Route carried "on" structure: County highway 25, Year Built: 1930, Year Reconstructed: 2018, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,936 (year 2039), Design Load: HL 93, Features Intersected: Evitts Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 74.4 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19A068, Location: 0.03 MI N OF WV 115 T (Lat: 39.255261, Lng: -77.818481), Route carried "on" structure: County highway 27, Year Built: 2020, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 665 (year 2039), Design Load: HL 93, Features Intersected: Evitts Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19A068, Location: 0.03 MI N OF WV 115 T (Lat: 39.255261, Lng: -77.818481), Route carried "on" structure: County highway 27, Year Built: 2020, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 665 (year 2039), Design Load: HL 93, Features Intersected: Evitts Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, 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: 19A006, Location: 1.18 MI W OF CR 340/18 (Lat: 39.260089, Lng: -77.900081), Route carried "under" structure: County highway 1303, Year Built: 1902, Structure Length: 0. m, Average Daily Traffic: 2,700 (year 2018), Truck Traffic: 6%, Features Intersected: Norfolk Southern RR, Facility Carried by Structure: NSRR over CR 13/3
Minimum Vertical Clearance: 3.51m (11.52ft), Kilometerpoint: 2.124, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: 19A006, Location: 1.18 MI W OF CR 340/18 (Lat: 39.260089, Lng: -77.900081), Route carried "under" structure: County highway 1303, Year Built: 1902, Structure Length: 0. m, Average Daily Traffic: 2,700 (year 2018), Truck Traffic: 6%, Features Intersected: Norfolk Southern RR, Facility Carried by Structure: NSRR over CR 13/3
Minimum Vertical Clearance: 3.51m (11.52ft), Kilometerpoint: 2.124, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.6m (38.1ft)
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Structure Number: 19A031, Location: 0.07 MI S OF JCT US 340 T (Lat: 39.295561, Lng: -77.839550), Route carried "under" structure: State highway 900, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 27,200 (year 0018), Truck Traffic: 4%, Features Intersected: WV 09 (X), Facility Carried by Structure: US 340 (T)
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 14.371, Lanes on structure: 5, Lanes under structure: 5, Length of Maximum Span: 42.1m (138.1ft)
Structure Number: 19A031, Location: 0.07 MI S OF JCT US 340 T (Lat: 39.295561, Lng: -77.839550), Route carried "under" structure: State highway 900, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 27,200 (year 0018), Truck Traffic: 4%, Features Intersected: WV 09 (X), Facility Carried by Structure: US 340 (T)
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 14.371, Lanes on structure: 5, Lanes under structure: 5, Length of Maximum Span: 42.1m (138.1ft)
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Structure Number: 19A032, Location: 0.16 MI S OF CR 115/4 SLS (Lat: 39.274011, Lng: -77.847519), Route carried "under" structure: US 34000, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 0018), Truck Traffic: 11%, Features Intersected: US 340 (T), Facility Carried by Structure: WV 115
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 11.845, Lanes on structure: 2, Lanes under structure: 6, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 19A032, Location: 0.16 MI S OF CR 115/4 SLS (Lat: 39.274011, Lng: -77.847519), Route carried "under" structure: US 34000, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 0018), Truck Traffic: 11%, Features Intersected: US 340 (T), Facility Carried by Structure: WV 115
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 11.845, Lanes on structure: 2, Lanes under structure: 6, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 19A06, Location: 0.32 Miles east of US 340 (Lat: 39.280539, Lng: -77.838919), Route carried "under" structure: US 340, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 22,900 (year 2019), Truck Traffic: 11%, Features Intersected: US 340 (X), Facility Carried by Structure: WV 9 (X)
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 12.971, Lanes on structure: 1, Lanes under structure: 5, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 19A06, Location: 0.32 Miles east of US 340 (Lat: 39.280539, Lng: -77.838919), Route carried "under" structure: US 340, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 22,900 (year 2019), Truck Traffic: 11%, Features Intersected: US 340 (X), Facility Carried by Structure: WV 9 (X)
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 12.971, Lanes on structure: 1, Lanes under structure: 5, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 19A061, Location: 0.32 Miles east of US 340 (Lat: 39.280669, Lng: -77.838800), Route carried "under" structure: US 340, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 22,900 (year 2019), Truck Traffic: 11%, Features Intersected: US 340 (X), Facility Carried by Structure: WV 9 (X)
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 12.971, Lanes on structure: 1, Lanes under structure: 5, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 19A061, Location: 0.32 Miles east of US 340 (Lat: 39.280669, Lng: -77.838800), Route carried "under" structure: US 340, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 22,900 (year 2019), Truck Traffic: 11%, Features Intersected: US 340 (X), Facility Carried by Structure: WV 9 (X)
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 12.971, Lanes on structure: 1, Lanes under structure: 5, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 19A063, Location: 0.19 Mi West of CR 32 (Lat: 39.269350, Lng: -77.769831), Route carried "under" structure: County highway 322, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 6%, Features Intersected: 32/2 (SLS), Facility Carried by Structure: WV 9 (X)
Minimum Vertical Clearance: 17.88m (58.66ft), Kilometerpoint: 2.221, Lanes on structure: 3, Lanes under structure: 2, Length of Maximum Span: 36.1m (118.4ft)
Structure Number: 19A063, Location: 0.19 Mi West of CR 32 (Lat: 39.269350, Lng: -77.769831), Route carried "under" structure: County highway 322, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 6%, Features Intersected: 32/2 (SLS), Facility Carried by Structure: WV 9 (X)
Minimum Vertical Clearance: 17.88m (58.66ft), Kilometerpoint: 2.221, Lanes on structure: 3, Lanes under structure: 2, Length of Maximum Span: 36.1m (118.4ft)