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Nearby Bridges in NBI 2021: 5


WEST VIRGINIA 14 over Little Kanawha River (Route: 14)
Num:00000000054A037x
Open: posting recommended but not legally implemented [B]
Built: 1935, Reconstructed: 1998
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]
Bridge Dimensions
Length: 275.9 m = 905.2 ft
Main Spans: 1 at 106.7 m = 350.1 ft
Approach Spans: 13
Skew: 0
Width, Roadway: 12.2 m = 40.0 ft (4 Lanes) and Out-To-Out: 12.5 m = 41.0 ft for a 17.1 m = 56.1 ft approaching roadway.
Vertical Clearance: 5.44 m = 17.8 ft and Navigational Clearance: 11.9 m = 39.0 ft
Location
Parkersburg [62140]: Wood County [107], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 3
0.34 MILE NORTH OF WV 95
Condition
Deck: Good [7]
Superstructure: Poor [4]
Substructure: Fair [5]
Loading
Design: M 18 / H 20 [4]
Operating: 32.7 metric ton = 36.0 tons (Load Factor(LF) [1])
Inventory: 19 metric ton = 20.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: June 2020 [0620] and Frequency: 24
Future Work
Work Needed: Replacement of bridge or other structure because of relocation of road. [32]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 27421 (2015) and Trucks: 6%
Future ADT: 34002 (In 2035 )
US 50 WBL over WV 14/ DIVISION STREET (Route: 50)
Num:00000000054A209x
Open: no restriction [A]
Built: 2005, Reconstructed: N/A [0000]
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 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: 83.5 m = 274.0 ft
Main Spans: 1 at 35.4 m = 116.1 ft
Approach Spans: 2
Skew: 48
Width, Roadway: 12.8 m = 42.0 ft (2 Lanes) and Out-To-Out: 13.6 m = 44.6 ft for a 11.6 m = 38.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Parkersburg [62140]: Wood County [107], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 3
1.25 MILE WEST OF WV 47
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 64.4 metric ton = 70.8 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 49.9 metric ton = 54.9 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Equal to present desirable criteria [8]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 1999 [499] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 5848 (2017) and Trucks: 6%
Future ADT: 5848 (In 2037 )
US 50 EBL over DIVISION STREET/ WV 14 (Route: 50)
Num:00000000054A208x
Open: no restriction [A]
Built: 2005, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.2 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: 82.3 m = 270.0 ft
Main Spans: 1 at 35.4 m = 116.1 ft
Approach Spans: 2
Skew: 48
Width, Roadway: 12.8 m = 42.0 ft (2 Lanes) and Out-To-Out: 13.6 m = 44.6 ft for a 11.6 m = 38.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Parkersburg [62140]: Wood County [107], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 3
1.25 MILE WEST OF WV 14
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 64.4 metric ton = 70.8 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 49.9 metric ton = 54.9 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Equal to present desirable criteria [8]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 1999 [499] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 5848 (2017) and Trucks: 6%
Future ADT: 5848 (In 2037 )
US 50 EAST over NEAL RUN (Route: 50)
Num:00000000054A206x
Open: no restriction [A]
Built: 2003, Reconstructed: N/A [0000]
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): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Approach Span(s): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 91.1 m = 298.9 ft
Main Spans: 1 at 36.6 m = 120.1 ft
Approach Spans: 2
Skew: 34
Width, Roadway: 12.8 m = 42.0 ft (2 Lanes) and Out-To-Out: 13.5 m = 44.3 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Parkersburg [62140]: Wood County [107], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 3
0.54 MILE WEST OF WV 14
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 76.2 metric ton = 83.8 tons (Load Factor(LF) [1])
Inventory: 45.4 metric ton = 49.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Equal to present desirable criteria [8]
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: April 1999 [499] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 5904 (2017) and Trucks: 19%
Future ADT: 5904 (In 2037 )
US 50 WEST over NEAL RUN (Route: 50)
Num:00000000054A207x
Open: no restriction [A]
Built: 2003, Reconstructed: N/A [0000]
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): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Approach Span(s): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 91.1 m = 298.9 ft
Main Spans: 1 at 36.6 m = 120.1 ft
Approach Spans: 2
Skew: 34
Width, Roadway: 16 m = 52.5 ft (2 Lanes) and Out-To-Out: 16.8 m = 55.1 ft for a 15.9 m = 52.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Parkersburg [62140]: Wood County [107], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 3
0.54 MILE WEST OF WV 14
Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 76.2 metric ton = 83.8 tons (Load Factor(LF) [1])
Inventory: 45.4 metric ton = 49.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Superior to present desirable criteria [9]
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: April 1999 [499] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 5904 (2017) and Trucks: 19%
Future ADT: 5904 (In 2037 )

Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S  - Dismantled and/or in storage. L -  Severe loss of historic integrity due to alteration.

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