(i)
|
(ii)
|
(iii)
|
(iv)
|
(v)
|
(vi)
|
(vii)
|
Structurally sensitive component
|
Serious deficiency requiring immediate out of service determination (see
also section 10.5)
|
Deficiency requiring advice to owner and restrictions for transport
|
Restrictions to be applied in case of deficiencies according to column
(iii)
|
Empty container
|
Loaded container
|
Sea transport
|
Other modes
|
Sea transport
|
Other modes
|
Top rail
|
Local deformation to the rail in
excess of 60 mm or separation or cracks or tears in the rail material in
excess of 45 mm in length. (see Note 1)
|
Local deformation to the rail in
excess of 40 mm or separation or cracks or tears in the rail material in
excess of 10 mm in length. (see Note 1)
|
No restriction
|
No restriction
|
Bottom lifting not allowed, Top
lifting allowed only by use of spreaders without chains
|
Bottom lifting not allowed, Top
lifting allowed only by use of spreaders without chains
|
Note
1 On some designs of tank containers the top rail is not a
structurally significant component.
|
Bottom rail
|
Local deformation perpendicular to the
rail in excess of 100 mm or separation cracks or tears in the rail's
material in excess of 75 mm in length (see Note 2)
|
Local deformation perpendicular to
the rail in excess of 60 mm or separation cracks or tears in the rail's
material of the upper flange in excess of 25 mm in length; or of web in any
length (see Note 2)
|
No restriction
|
No restriction
|
Lifting at (any) corner fitting not
allowed
|
Lifting at (any) corner fitting not
allowed
|
Note 2
The rails material does not include the rail's bottom
flange.
|
Header
|
Local deformation to the header in
excess of 80 mm or cracks or tears in excess of 80 mm in length
|
Local deformation to the header in
excess of 50 mm or cracks or tears in excess of 10 mm in length
|
Container shall not be
overstowed
|
No restriction
|
Container shall not be
overstowed
|
No restriction
|
Sill
|
Local deformation to the sill in
excess of 100 mm or cracks or tears in excess of 100 mm in length.
|
Local deformation to the sill in
excess of 60 mm or cracks or tears in excess of 10 mm in length
|
Container shall not be
overstowed
|
No restrictions
|
Container shall not be
overstowed
|
No restrictions
|
Corner posts
|
Local deformation to the post in
excess of 50 mm or cracks or tears in excess of 50 mm in length
|
Local deformation to the post in
excess of 30 mm or cracks or tears of any length
|
Container shall not be
overstowed
|
No restrictions
|
Container shall not be
overstowed
|
No restrictions
|
Corner and intermediate fittings
|
Missing corner fittings,
any through cracks or tears in the fitting, any deformation of the fitting
that precludes full engagement of the securing or lifting fittings (see Note
3) or any weld separation of adjoining components in excess of 50 mm in
length
|
Weld separation of adjoining
components of 50 mm or less
|
Container shall not be lifted on
board a ship if the damaged fittings prevent safe lifting or
securing.
|
Container shall be lifted and handled
with special care
|
Container shall not be loaded on board
a ship.
|
Container shall be lifted and handled
with special care
|
Any reduction in the thickness of the
plate containing the top aperture that makes it less than 25 mm
thick
|
Container shall be lifted and handled
with special care Container shall not be overstowed when twistlocks have to
be used
|
Container shall be lifted and handled
with special care
|
Container shall not be lifted by the
top corner fittings.
|
Container shall be lifted and handled
with special care.
|
Any reduction in the thickness of the
plate containing the top aperture that makes it less than 26 mm
thick
|
Container shall not be overstowed
when fully automatic twistlocks are to be used
|
Container shall be lifted and handled
with special care
|
Container shall not be used with fully
automatic twistlocks.
|
Container shall be lifted and handled
with special care.
|
Note 3
The full engagement of securing or lifting fittings is
precluded if there is any deformation of the fitting beyond 5 mm from its
original plane, any aperture width greater than 66 mm, any aperture length
greater than 127 mm or any reduction in thickness of the plate containing
the top aperture that makes it less than 23 mm thick.
|
Understructure
|
Two or more adjacent
cross members missing or detached from the bottom rails. 20% or more of the
total number of cross members missing or detached. (see Note 4)
|
One or two cross members missing or
detached (see Note 4)
|
No restrictions
|
No restrictions
|
No restrictions
|
No restrictions
|
More than two cross members missing or
detached (see Notes 4 & 5)
|
No restrictions
|
No restrictions
|
Maximum payload shall be restricted
to 0.5 x P
|
Maximum payload shall be restricted to
0.5 x P
|
Note 4
If onward transport is permitted according to sections 10.5,
it is essential that detached cross members are precluded from falling free.
Note 5 Careful cargo discharge is required
as forklift capability of the understructure might be limited.
|
Locking rods
|
One or more inner locking rods are
non-functional (see Note 6)
|
One or more outer locking rods are
non-functional (see Note 6)
|
Container shall not be
overstowed
|
No restriction
|
Container shall not be overstowed.
Cargo shall be secured against the container frame and the door shall not be
used to absorb acceleration forces – otherwise maximum payload shall be
restricted to 0.5 P
|
Cargo shall be secured against the
container frame and the door shall not be used to absorb acceleration forces
– otherwise maximum payload shall be restricted to 0.5 P
|
|
Note 6
Some containers are designed and approved (and so recorded
on the CSC Plate) to operate with one door open or removed.
|