1.2.1
Bulk carrier is a ship which is constructed generally with single deck,
topside tanks and hopper side tanks in cargo spaces, and is intended primarily to
carry dry cargo in bulk and includes combination carriers.
1.2.2
Ballast tank is a tank which
is used for salt water ballast, or, where applicable, a space which
is used for both cargo and salt water ballast will be treated as a
ballast tank when substantial corrosion has been found in that space.
1.2.3
Spaces are separate compartments
including holds, tanks, cofferdams and void spaces bounding cargo
holds, decks and the outer hull.
1.2.4
Overall survey is a survey
intended to report on the overall condition of the hull structure
and determine the extent of additional close-up surveys.
1.2.5
Close-up survey is a survey
where the details of structural components are within the close visual
inspection range of the surveyor, i.e. normally within reach of hand.
1.2.6
Transverse section is the cross section of the hull perpendicular to the
ship's centreline and includes all longitudinal members such as plating,
longitudinals and girders at the deck, side and bottom, inner bottom and hopper side
plating, longitudinal bulkheads, and bottom plating in top wing tanks. For
transversely framed bulk carriers, a transverse section includes adjacent frames and
their end connections in way of transverse sections.
1.2.7
Representative spaces are those which are expected to reflect the condition of
other spaces of similar type and service and with similar corrosion prevention
systems. When selecting representative spaces account should be taken of the service
and repair history on board and identifiable critical structural areas and/or suspect
areas.
1.2.8
Suspect areas are locations
showing substantial corrosion and/or are considered by the surveyor
to be prone to rapid wastage.
1.2.9
Substantial corrosion is an extent of corrosion such that assessment of
corrosion pattern indicates wastage in excess of 75% of allowable margins, but within
acceptable limits. For ships built under the IACS Common Structural Rules,
substantial corrosion is an extent of corrosion such that the assessment of the
corrosion pattern indicates a measured thickness between tren + 0.5mm and
tren. Renewal thickness (tren) is the minimum allowable
thickness, in mm, below which renewal of structural members is to be carried out.
1.2.10 A corrosion prevention system is
normally considered a full hard protective coating. Hard protective
coating should usually be epoxy coating or equivalent. Other coating
systems, which are neither soft nor semi-hard coatings, may be considered
acceptable as alternatives provided that they are applied and maintained
in compliance with the manufacturer's specifications.
1.2.11
Coating condition is defined
as follows:
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GOOD
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condition with only minor spot
rusting;
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FAIR
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condition with local breakdown of
coating at edges of stiffeners and weld connections and/or light rusting
over 20% or more of areas under consideration, but less than as defined
for POOR condition; and
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POOR
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condition with general breakdown
of coating over 20% or more of areas or hard scale at 10% or more of
areas under consideration.
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1.2.12
Critical structural areas are
locations which have been identified from calculations to require
monitoring or from the service history of the subject ship or from
similar or sister ships to be sensitive to cracking, buckling or corrosion
which would impair the structural integrity of the ship.
1.2.13
Cargo length area is that
part of the ship which includes cargo holds and adjacent areas including
fuel tanks, cofferdams, ballast tanks and void spaces.
1.2.14
Intermediate survey is a survey
carried out either at the second or third annual survey or between
these surveys.
1.2.15
A prompt and thorough repair is
a permanent repair completed at the time of survey to the satisfaction
of the surveyor, therein removing the need for the imposition of any
associated condition of classification or recommendation.
1.2.17
Special consideration or specially considered (in connection with close-up
surveys and thickness measurements) means sufficient close-up inspection and
thickness measurements are taken to confirm the actual average condition of the
structure under the coating.
1.2.18
Pitting corrosion is defined as scattered corrosion spots/areas with local
material reductions which are greater than the general corrosion in the surrounding
area. Pitting intensity is defined in figure 1.
1.2.19
Edge corrosion is defined as local material loss at the free edges of plates,
stiffeners, primary support members and around openings. An example of edge corrosion
is shown in figure 2.
1.2.20
Grooving corrosion is typically local material loss adjacent to weld joints
along abutting stiffeners and at stiffener or plate butts or seams. An example of
groove corrosion is shown in figure 3.