Posted: Thu Nov 13, 2003 10:28 pm
As everyone says Tony - an extremely good site!
A couple of minor questions if I may. I'm laying a fairly large (75sq m) patio of Indian sandstone on a concrete base with an average 40mm mortar mix at 6:1. In my first few stones, not knowing any better, I used the 5 spot method, although they were very large blobs which mostly merged together when tamped down. Having read you site however, I'm now on the full mortar bed but those early stones (only about 6) plus one or two of the larger later stones (1.2m x 0.56m) have a hollow sound when you tap them.
I found your archive post which describes the problem and my question is simple. Would you recommend taking these up and relaying or would you leave well alone until something goes wrong? They appear very firmly fixed at present and the large ones are a devil to do!
Second question on the learning curve: I used my 6:1 mortar also for pointing on those early stones but then found your recommended mix of 4:1. Again, am I likely to have problems with a 6:1 mortar in due course, or is it just a case of wrong, but not that wrong?
A couple of minor questions if I may. I'm laying a fairly large (75sq m) patio of Indian sandstone on a concrete base with an average 40mm mortar mix at 6:1. In my first few stones, not knowing any better, I used the 5 spot method, although they were very large blobs which mostly merged together when tamped down. Having read you site however, I'm now on the full mortar bed but those early stones (only about 6) plus one or two of the larger later stones (1.2m x 0.56m) have a hollow sound when you tap them.
I found your archive post which describes the problem and my question is simple. Would you recommend taking these up and relaying or would you leave well alone until something goes wrong? They appear very firmly fixed at present and the large ones are a devil to do!
Second question on the learning curve: I used my 6:1 mortar also for pointing on those early stones but then found your recommended mix of 4:1. Again, am I likely to have problems with a 6:1 mortar in due course, or is it just a case of wrong, but not that wrong?