Monitoring and Quality Control Program see Section

The specifications should contain a clear Monitoring and Quality Control Program, indicating the location and frequency of the required measurements and tests. This is, however, extremely project related and cannot be fitted in a standard template. Reference is made to Chapter 11 for more details about such a program. 

The quality control for this project is into a great extend based on process monitoring. The following sampling sequence has been adopted for checking the quality of the hydraulic fill material  

A specific working procedure (placing hydraulic fill as much as possible by dumpinglplacing dry fill material in lifts of 0.5 ml etc.) is followed in order to achieve an acceptable density. The following sampling and testing sequence has been adopted  

Description of test Testing conditions Density of testing Number of tests ( ) Small project Large project Frequency of readout Remarks 

Cone Penetration Tests - final acceptance testing 1/2,500 m - (50 x 50 m) ( ) or 1/10,000 m -(100 X 100 m) 400 100 4.000 1.000 after compaction use a moving average value over 1 m of the mean Cone Resistance 

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