WV Route 251 over Ohio River (Route: 251)
Num:00000000035A090x
Bridge closed to all traffic [K]
Built: 1849, Reconstructed: 1999
Historic: Bridge is on the NRHP. [1]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Steel [3] Suspension [13]
Approach Span(s): Other [00]
Deck: Open Grating [3] with Wearing Surface: Other [9]

Bridge Dimensions
Length: 398.5 m = 1307.5 ft
Main Spans: 1 at 307.4 m = 1008.6 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 6.1 m = 20.0 ft (2 Lanes) and Out-To-Out: 6.1 m = 20.0 ft for a 6.1 m = 20.0 ft approaching roadway.
Vertical Clearance: 6.93 m = 22.7 ft and Navigational Clearance: 22.6 m = 74.2 ft

Location
Wheeling [86452]: Ohio County [069], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 6
0.22 Mi. West Jct WV 2 SB

Condition
Deck: Good [7]
Superstructure: Poor [4]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 2.7 metric ton = 3.0 tons (Allowable Stress(AS) [2])
Inventory: 1.8 metric ton = 2.0 tons (Allowable Stress(AS) [2])

Appraisal
Structural:
Deck Geometry:
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: May 2020 [0520] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 5234 (2016) and Trucks: 0%
Future ADT: 6615 (In 2035 )

INTERSTATE 70 over OHIO RIVER & N FRONT ST (Route: 70)
Num:00000000035A061x
Open: no restriction [A]
Built: 1955, Reconstructed: 1990
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Steel [3] Arch - Thru [12]
Approach Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 506 m = 1660.2 ft
Main Spans: 1 at 176 m = 577.5 ft
Approach Spans: 9
Skew: 0
Width, Roadway: 16.3 m = 53.5 ft (4 Lanes) and Out-To-Out: 18.2 m = 59.7 ft for a 7.9 m = 25.9 ft approaching roadway.
Vertical Clearance: 5.33 m = 17.5 ft and Navigational Clearance: 23.8 m = 78.1 ft

Location
Wheeling [86452]: Ohio County [069], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 6
0.36 MI W OF JCT WV 2 S

Condition
Deck: Satisfactory [6]
Superstructure: Poor [4]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 37.2 metric ton = 40.9 tons (Load Factor(LF) [1])
Inventory: 22.7 metric ton = 25.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Better than present minimum criteria [7]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 1 km = 0.6 mi
Traffic
ADT: 23000 (2019) and Trucks: 28%
Future ADT: 36800 (In 2039 )

Interstate 70 over WV ROUTE 2 (Route: 70)
Num:00000000035A101x
Open: no restriction [A]
Built: 1963, Reconstructed: 1991
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 101.2 m = 332.0 ft
Main Spans: 1 at 28 m = 91.9 ft
Approach Spans: 3
Skew: 0
Width, Roadway: 15.9 m = 52.2 ft (3 Lanes) and Out-To-Out: 17 m = 55.8 ft for a 7.9 m = 25.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Wheeling [86452]: Ohio County [069], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 6
0.01 mi. West jct WV2 SB

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 58 metric ton = 63.8 tons (Load Factor(LF) [1])
Inventory: 35.4 metric ton = 38.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 1999 [1199] and Frequency: 24

Future Work
Work Needed: Bridge deck rehabilitation with only incidental widening. [36]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 34700 (2018) and Trucks: 28%
Future ADT: 55520 (In 2038 )

US 250 Ramp A over US 250 (Route: 250)
Num:00000000035A089x
Open: no restriction [A]
Built: 1963, Reconstructed: 1990
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 126.1 m = 413.7 ft
Main Spans: 1 at 18.5 m = 60.7 ft
Approach Spans: 7
Skew: 99
Width, Roadway: 9.3 m = 30.5 ft (1 Lanes) and Out-To-Out: 11.3 m = 37.1 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Wheeling [86452]: Ohio County [069], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 6
0.01 mi East jct I-70

Condition
Deck: Good [7]
Superstructure: Poor [4]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 61.7 metric ton = 67.9 tons (Load Factor(LF) [1])
Inventory: 37.2 metric ton = 40.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: October 1999 [1099] and Frequency: 24

Future Work
Work Needed: Bridge deck rehabilitation with only incidental widening. [36]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 1983 (2017) and Trucks: 5%
Future ADT: 2836 (In 2037 )

US Route 40 over Interstate 70 WB (Route: 40)
Num:00000000035A033x
Open: no restriction [A]
Built: 1963, Reconstructed: 1990
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 44.3 m = 145.3 ft
Main Spans: 1 at 23.7 m = 77.8 ft
Approach Spans: 2
Skew: 99
Width, Roadway: 8.8 m = 28.9 ft (2 Lanes) and Out-To-Out: 11.1 m = 36.4 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 5.56 m = 18.2 ft and Navigational Clearance: 0 = N/A

Location
Wheeling [86452]: Ohio County [069], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 6
0.02 mi. East jct I-70

Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 79.8 metric ton = 87.8 tons (Load Factor(LF) [1])
Inventory: 47.2 metric ton = 51.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed: Bridge deck rehabilitation with only incidental widening. [36]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 7900 (2019) and Trucks: 5%
Future ADT: 11297 (In 2039 )

County Route 18 over Wheeling Creek (Route: 18)
Num:00000000035A085x
Posted for load [P]
Built: 1892, Reconstructed: N/A [0000]
Historic: Bridge is on the NRHP. [1]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Masonry [8] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 70.9 m = 232.6 ft
Main Spans: 1 at 48.5 m = 159.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 9.2 m = 30.2 ft (2 Lanes) and Out-To-Out: 15.2 m = 49.9 ft for a 9.1 m = 29.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Wheeling [86452]: Ohio County [069], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 6
0.02 mi. South jct WV2

Condition
Deck: Not Applicable [N]
Superstructure: Fair [5]
Substructure: Not Applicable [N]
Loading
Design:
Operating: 28.1 metric ton = 30.9 tons ()
Inventory: 10.9 metric ton = 12.0 tons ()

Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: July 1999 [799] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 6300 (2018) and Trucks: 7%
Future ADT: 7686 (In 2038 )