As per table 400-6 of MORth specification FI and EI index combined is Max 30% for WBM work in road Does it mean that once FI test have been conducted, the flaky material should removed for taking sample for EI test? and both of the results should be added ,and they should be in limit om 30 % as in the case of WBM Work ?
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As per table 400-6 of MORth specification FI and EI index combined is Max 30% for WBM work in road
Does it mean that once FI test have been conducted, the flaky material should removed for taking sample for EI test?
and both of the results should be added ,and they should be in limit om 30 % as in the case of WBM Work ?
Thanks
These test very useful us
shokran..
very important for civil engineers
Sir, Why we don't take 50.85mm length gauge for 31.5 mm and 25 mm for elongation index?
Can you please upload the observation pdf in description
nice video
Very nice