Section
1 Conditions for classification
1.1 General
1.1.1 The Rules and Regulations for the Classification of Linkspans,
hereinafter referred to as the Rules, are applicable to those types
of facilities which are defined in Pt 1, Ch 2, 1.2 Application 1.2.1.
1.1.2 Assignment
of classification will, on compliance with these Rules, be granted
by the Committee on the basis that the designers, builders, repairers,
Owners and operators of the linkspan:
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bear the prime
responsibility for all the safety-related aspects of the linkspan
which fall within the scope of their intervention;
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have fully
acquainted themselves with the scope of these Rules and the associated
obligations laid down herein;
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have satisfied
themselves that these Rules are sufficient for their purposes;
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are aware
of their obligations under all National and International codes and
statutory requirements which may be applicable.
1.1.3 The
Rules are based on the understanding that:
-
the linkspan
will, at all times, be properly loaded in accordance with the designer's
instructions and the loading conditions approved by LR;
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the linkspan
will, at all times, be properly operated by trained and authorized
personnel;
-
the linkspan
will be maintained by qualified and authorized personnel;
-
compliance
with the Rules does not relieve the designers and/or builders/contractors
of their contractual responsibilities to their Client for compliance
with the specification and the requirements for the overall design
and in-service performance of the linkspan;
-
the linkspan
will not be operated outside the parameters specified in the approval
and in the class notation without the prior agreement of LR.
1.1.4 New
linkspans which are designed, constructed and installed in accordance
with the Rules, will be assigned a class and will continue to be classed
so long as they are found, upon examination at the prescribed surveys,
to be maintained in accordance with the requirements of the Rules
to the satisfaction of the Committee. Classification will be conditional
upon compliance with all requirements of LR.
1.1.6 LR
will require to be satisfied that linkspans are suitable for the environmental
conditions at the intended geographical service locations and which
may not apply if the linkspan is moved to a different location.
1.1.7 Any
damage, defect, breakdown or grounding, which could adversely affect
the ability of the linkspan to accommodate the conditions for which
a class has been assigned, is to be reported to LR by its client without
delay.
Figure 2.1.1 Interface works
1.2 Application
1.2.1 These
Rules apply to the classification of linkspans which, unless formally
agreed otherwise by LR, are defined as follows:
Linkspans are non-self-propelled marine facilities, sited at
fixed locations normally within protected waters (see
Pt 1, Ch 2, 1.2 Application 1.2.5), for the transfer of
vehicular and/or passenger traffic between shore and ship.
For
the purposes of this definition a linkspan may be:
- a floating structure or may derive its support from non-buoyant
means, or a combination of both;
- linked to the shore by a single or multiple system of bridges,
ramps or walkways;
- held on station by a mooring system or a tethering arrangement
consisting of a system of guidepiles or dolphins, or other tethering
arrangements, see
Pt 1, Ch 2, 1.3 Scope of classification 1.3.4.
1.2.2 Classification
in accordance with these Rules is normally assigned on the basis that
the linkspan will not fulfil any station-keeping function for the
ships which use it. Should any such station-keeping function be contemplated,
full details are to be submitted at the earliest possible stage so
that the feasibility of the proposal can be considered. The classification
of any such linkspan will be specially considered.
1.2.3 If
it is intended, despite the definition given in Pt 1, Ch 2, 1.2 Application 1.2.1, to operate a linkspan
at a location outside protected waters, full details are to be submitted
at the earliest possible stage in order to establish the feasibility
of the proposal. The classification of any such linkspan will be specially
considered.
1.2.5 For
the purposes of these Rules, protected water is defined as an area
which, if connected to open water, is substantially shielded from
the sea states associated with the open water by the configurations
of the land and/or infrastructure which partially surround the area.
In any particular situation, the degree of protection required depends
on the severity of the open water sea states to be attenuated and
on the structural sensitivity of the items within the area to be protected.
This is a question of judgement which, when doubt exists, will normally
require resolution by the measures indicated in Pt 3, Ch 1, 2.1 General 2.1.1. Open water
is an area having a fetch in excess of six nautical miles.
1.2.6 These
Rules may not apply to ramps, bridges and walkways which are intended
to be mechanically hoisted and lowered when loaded with vehicles or
passengers. If it is intended that they may be mechanically hoisted
or lowered when loaded with passengers or vehicles then that element
will be treated as a lifting appliance and the requirements of the
appropriate sections of LR's Code for Lifting Appliances in a Marine Environment, July 2022 will
also apply. Additionally, other National Standards may be applicable.
1.2.7 For
the purposes of these Rules the term machinery is to cover all aspects
of engineering systems described in Pt 4 Engineering Systems.
1.2.8 For
the purposes of these Rules the term ship is to be taken to cover
any type of marine craft suitable for the installation.
1.2.9 For
the purposes of these Rules the term walkway is to be taken to cover
any type of walkway which is part of the linkspan and is designed
to be used by passengers and others for boarding a ship. It does not
include walkways/platforms/ladders, etc. solely provided for service/maintenance/inspection
purposes of the linkspan or any walkways which are not part of the
linkspan such as ships' gangways, accommodation ladders, brows and
pilot ladders.
1.2.10 For
the purposes of these Rules the term operators is taken to mean the
authority or authorities appointed to manage the operation and maintenance
of the linkspan. The operators may be the Owners of the linkspan.
1.2.11 For
the purposes of these Rules the term passenger in relation to a walkway
is to include all persons, and where appropriate animals, who may
use that walkway.
1.3 Scope of classification
1.3.1 Classification
covers the design, construction and Periodical Survey of the linkspan
to the extent indicated within the Rules. However, coverage may, in
special circumstances, and by formal agreement with LR, be extended
to cover the further aspects indicated in Pt 1, Ch 2, 1.2 Application 1.2.2
Pt 1, Ch 2, 1.2 Application 1.2.3, Pt 1, Ch 2, 1.2 Application 1.2.4, Pt 1, Ch 2, 1.2 Application 1.2.5 and Pt 1, Ch 2, 1.2 Application 1.2.6.
1.3.2 For
each such aspect the extent of LR classification coverage is strictly
limited to the requirements indicated in these Rules, and it is achieved
by way of the intervention of LR Surveyors at the appropriate stages
of design, construction, installation, commissioning, and, periodically,
during service.
1.3.3 The
in-service stability of the linkspan is the responsibility of the
operators.
1.3.4 Interface
works, such as the bankseats, guidepiles or dolphins and anchors,
and the associated sea-bed conditions, where applicable, and approach
roads and bridges are not within the scope of classification. Components
of the mooring/tethering arrangement such as chains, mooring ropes
and mooring arm structures are to comply with the requirements of Pt 3, Ch 7 Mooring and Tethering Arrangements
Figure 2.1.1 Interface works indicates
items included in classification (lighter shading) and those outwith
classification (darker shading).
1.3.5 Where
a linkspan is so badly damaged that class has to be suspended, LR
is prepared to assist the operators with advice on measures to be
taken for reclassification, if requested.
1.3.6 The
attention of Owners/operators, builders and designers is drawn to
statutory requirements which may be imposed by the relevant National
Administration and which may not be within the scope of classification.
If there is any conflict between local statutory requirements and
those of LR then the local requirements would take priority without
necessarily affecting LR Classification, provided the structural strength
and safety aspects are not compromised.
1.4 Interpretation of the Rules
1.4.1 The
interpretation of the Rules is the sole responsibility, and at the
sole discretion, of LR. Any uncertainty in the meaning of the Rules
is to be referred to LR for clarification.
1.5 Client's responsibilities
1.5.1 It
is the responsibility and the duty of the builder/main contractor
to enable the Surveyors to satisfy themselves that the materials,
workmanship and arrangements comply with the classification requirements
by arranging for the Surveyors to be present at appropriate stages
during the work and for presenting the items to be surveyed in such
a way that the Surveyors are readily able to establish that all component/sub-component
items have been manufactured, assembled, and tested in accordance
with the appropriate requirements.
1.5.2 It
is the responsibility of the Owners/operators, designer, builder and
the installer to familiarize themselves with the appropriate sections
of the Rules.
1.5.3 Survey
procedures undertaken by LR when providing services are on the basis
of periodical visits involving both monitoring and direct survey.
However, LR's Surveyors will not be in continual attendance. Since
construction and installation are continuous processes, the builder
has the overall responsibility to ensure and document that the requirements
of the Rules, approved drawings and any amendments agreed by the attending
LR Surveyors have been complied with.
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