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but it was found that material for these buildings was quite difficult to obtain
in quantity and that the saving in standard building materials did not
compensate for the added time and effort necessary to procure native
materials. Cement, nails, screening, celoglass and roofing paper were
usually available. During the latter part of the regiments stay on the island
plywood and composition board were also available in good quantity.
Design work was conducted by both the engineer section of the
Service Command and the engineer section of the regiment, the majority of
the work being done within the regiment. At one time both battalions were
operating a design section in addition to the regimental design section. The
available equipment and the available material limited the design of both
building construction and road and bridge construction. In some cases it
was necessary to redesign projects because certain materials were not
available. In general all building design followed the typical Theater of
Operation drawings supplied by the Chief of Engineers. In road design it was
necessary to design in such a way that earth moving was held to a minimum
because of the lack of suitable earth moving equipment. The size and
strength of the steel shapes, which could be found on the island, governed
bridge design. It is interesting to note that these steel shapes were
reparation payments to France by Germany after the last War. All structures
had to be designed to withstand high winds inasmuch as New Caledonia is in
the hurricane belt. Drainage structures had to have sufficient capacity to
care for the flash floods which occurred during the rainy season. From the
photographs it can be seen that there was little vegetation to catch the
rainfall and as a result dry creek beds were transformed into swollen streams
within a matter of hours after a heavy rain; therefore, the necessity for
elaborate drainage systems.
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