Reference Specifications for Civil Engineering Work 2001



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5.3.2Location


New work: Near the lower boundary of each lot, which drains towards the road, and clear of existing or planned service pits and meters.

Reconstruction: At each existing roofwater outlet.

5.3.3Load Testing


Apparatus:

A testing jig in accordance with Standard Drawing BSD-8115.

A hydraulic test press capable of applying a load of up to 50 kN.

A dial gauge (with extendable arm) capable of measuring permanent set and deflection to an accuracy of 0.1 mm.

Load bearing block to correspond to the shape of the top surface of the kerb adaptor and maintain a 10 mm minimum clearance from the outer edge of the kerb adaptor. Refer to Figure 5.1.


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