Compaction Testing and Monitoring
Testing to assess the percentage compaction of backfill, earthworks and engineered fill on construction and civil projects
Highways England earthworks specifications often call for testing to monitor the compaction level of placed materials. As this is the 'gold standard' specification, many other earthworks contracts call for the same type of testing, The basic principle is to first determine the maximum dry density that the material can achieve in laboratory conditions. Depending on the material and the likely compaction methods on-site, this can be tested in various ways and we can advise on which would suit best. Once this laboratory maximum dry density has been determined then site based density tests on compacted material can be undertaken with the on-site density values compared to the maximum laboratory value in terms of percentage. A common specification requirement would be that the on-site density should be at least 95% of the laboratory maximum density. In summary compaction monitoring would comprise of laboratory maximum density tests and on-site density tests.
A variety of methods
We can test for maximum dry density values using a 1 litre or CBR mould, using either a 2.5kg, 4.5kg or vibrating hammer, giving the full range of methods
Even more methods for on-site density
We can test on-site density using, core cutters, the sand replacement method and shortly non-nuclear methods.
Help with specifications
If you need some advice as to what tests should be done, where and how often then get in touch as we can help.