Section B$-$B Section A$-$APad loading $=520KN($Each Pad$)$

vastress under prposed Pods $=140$kpa

$=\frac{\text{F}\text{o}\text{r}\text{e}\text{c}\text{e}}{\text{A}\text{R}\text{E}\text{A}}$Review the propsod Design to support the crane base pads using the information

Using your knowledge evaluate the proposal with regard to

The feasibility of the

$$design to support the crane without imposing stresses on the nearby services

Produce a detailed method statement describing how you would construct the foundation

$$shown in Section A:A and $8-8.$

The detailed method statement is to include a design risk.

Assessment Identifying the hazards associated with the proposal and steps taken to reduce

the risk to acceptable levels

$3.$

Give your

Opinion whether it is possible to construct these pads safely and without damage

to the nearby services, either during construction or during the operation of the crane

Suggest an alternative design for the support of the crane, again detailing the hazards

associated with your scheme desien and risk assessment

Information supplied

Ringsend $-$ SI Cross Report

Recently completed Dynamic Probe investigation $-1$ record

Crane Base Pad Section A$-$A

Crane Base Pad Section $8-$B

Loading on each pad $-520$ kN