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Nearby Bridges in NBI 2021: 2


62 over BRIDGE OF HONOR (Route: 62)
Num:5300916x
Open: no restriction [A]
Built: 2008, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Stayed girder [14]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 564.7 m = 1852.8 ft
Main Spans: 1 at 205.7 m = 674.9 ft
Approach Spans: 9
Skew: 54
Width, Roadway: 17.1 m = 56.1 ft (4 Lanes) and Out-To-Out: 20 m = 65.6 ft for a 17.1 m = 56.1 ft approaching roadway.
Vertical Clearance: 5.33 m = 17.5 ft and Navigational Clearance: 17.4 m = 57.1 ft
Location
Pomeroy [64024]: Meigs County [105], Ohio [39]
Owned by State Highway Agency [01], DOT District: 10
0.0 ON SR833 & WV 62
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 42.1 metric ton = 46.3 tons (Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading [6])
Inventory: 32.4 metric ton = 35.6 tons (Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading [6])
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 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: August 1999 [899] and Frequency: 24
Future Work
Work Needed: Bridge deck rehabilitation with only incidental widening. [36]
Bridge Detour: 5 km = 3.1 mi
Traffic
ADT: 10200 (2019) and Trucks: 4%
Future ADT: 7373 (In 2039 )
WV 62 SPUR over CSX OHIO RIVER OH833 (Route: 62)
Num:00000000027A171x
Open: no restriction [A]
Built: 2008, 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): Concrete continuous [2] Stayed girder [14]
Approach Span(s): Concrete continuous [2] Stayed girder [14]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 564.7 m = 1852.8 ft
Main Spans: 1 at 205.7 m = 674.9 ft
Approach Spans: 9
Skew: 54
Width, Roadway: 17.1 m = 56.1 ft (4 Lanes) and Out-To-Out: 20 m = 65.6 ft for a 17.1 m = 56.1 ft approaching roadway.
Vertical Clearance: 5.33 m = 17.5 ft and Navigational Clearance: 17.4 m = 57.1 ft
Location
Mason [52180]: Mason County [053], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 1
0.02 MILE N. OF 62
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: HL93 [A]
Operating: 64.4 metric ton = 70.8 tons (Load Factor(LF) [1])
Inventory: 41.7 metric ton = 45.9 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 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: August 1999 [899] and Frequency: 24
Future Work
Work Needed: Bridge deck rehabilitation with only incidental widening. [36]
Bridge Detour: 5 km = 3.1 mi
Traffic
ADT: 10200 (2019) and Trucks: 6%
Future ADT: 13130 (In 2039 )

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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