Want to give tren another try but.....

I’ve always ran tren higher than test. When I run tren I run my test at trt dosages. Maybe 200 a week even when I did shows I did the same I think a lot of people do lower test and higher tren ratio.
I know and I used to be the same way. Let the bigs dogs do the work. I’m telling you though in terms of microdosing you want to maximize your test and have the other compounds there to supplement and compliment. Also everyone is different so adjusting one way or the other may work better for some then others. Regardless of how you chose to run your cycle there is a lot to be said for low steady doses vs high infrequent ones. The side and issues arise because your body just can’t process all these compounds and it just gets shit out by the liver causing your endocrine system to respond which in turns cause spikes in your other natural hormones. That’s where all the sides and bullshit come from.
 
Wouldnt change it.

I love a good pour
Especially watching my forms stand up against all sorts of bullshit.

Fucking @Human_backhoe dumped a 1 tonne excavator load of 32c2 +1% Calcium from 10 feet up into a footing form I had built.
Didnt think she was going to make it, she held up nice.
Been bragging about it for months
I did a short tour of duty forming for footings,walls,etc in Michigan once. I always hated those wall pans making that scary noise as that cement level rose. Lol.
 
If you’ve never run tren before stick with acetate just in case. Feel free to dose However you see fit but I’d recommend this.
M-F
50mg test
50mg mast
30mg tren a
I really do like that stack. There are more than a few sources with blends close to those ratios. They usually have the Tren , Mast, and test all at 50 mg each all the way up to 100 mg each , which is to high to run Tren daily IMO.
 
I did a short tour of duty forming for footings,walls,etc in Michigan once. I always hated those wall pans making that scary noise as that cement level rose. Lol.
All good as long as it holds. Having a 6 or 8 yard blowout is ugly and messy as hell !!!!
 
All good as long as it holds. Having a 6 or 8 yard blowout is ugly and messy as hell !!!!

Worat I've seen is a 25 meter self consolidating blowout on a wall.
Some guy did tie the Peri's together properly.
(New subway station)

Looks like the station got a free new floor.
Because you're not cleaning up 25 meters of self consolidating slurry
 
Worat I've seen is a 25 meter self consolidating blowout on a wall.
Some guy did tie the Peri's together properly.
(New subway station)

Looks like the station got a free new floor.
Because you're not cleaning up 25 meters of self consolidating slurry
Lol...no you are not....free floor it is...
I did mostly residential foundations and slabs and one of the worst was a 55 ft long by 10 ft high and I believe it was a 12 or 14 inch thick wall with horizontal and vertical #5 rebar that just started bowing in the middle and toppled right over as the guys were conveying the concrete and were topping off. To many guys standing on the same side of the wall and more than a few braces that were secured by stakes pounded into sand. We had no choice but to open up all those damn forms and clear the concrete , and reframe that wall section while we poured another section of wall. Shoveled as much concrete as we could back into the wall ( which was about 23 yards or almost 3 truckloads of concrete). That's about as ugly as a blowout I've ever had. Now, do we need to take pictures of our scars and compare....lol !!!!! Concrete....love it and hate it
 
Lol...no you are not....free floor it is...
I did mostly residential foundations and slabs and one of the worst was a 55 ft long by 10 ft high and I believe it was a 12 or 14 inch thick wall with horizontal and vertical #5 rebar that just started bowing in the middle and toppled right over as the guys were conveying the concrete and were topping off. To many guys standing on the same side of the wall and more than a few braces that were secured by stakes pounded into sand. We had no choice but to open up all those damn forms and clear the concrete , and reframe that wall section while we poured another section of wall. Shoveled as much concrete as we could back into the wall ( which was about 23 yards or almost 3 truckloads of concrete). That's about as ugly as a blowout I've ever had. Now, do we need to take pictures of our scars and compare....lol !!!!! Concrete....love it and hate it
Almost every cement hand I’ve met is one stout sumbitch. We’d work all day and then go to fucking Rugby practice. Those guys up there were something else. Tough motherfuckers.
 
I really do like that stack. There are more than a few sources with blends close to those ratios. They usually have the Tren , Mast, and test all at 50 mg each all the way up to 100 mg each , which is to high to run Tren daily IMO.
Yeah I’ve seen tons of blends but I’m not really a fan. There is no room for adjustment unless you have each one separately to add to it but you can’t lower it. So it’s hard to tailor it to you.
 
Yeah I’ve seen tons of blends but I’m not really a fan. There is no room for adjustment unless you have each one separately to add to it but you can’t lower it. So it’s hard to tailor it to you.
I agree...its a very generic blend and handcuffs you if you don't have additional products of each anabolic like you said.
 

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