dukeboy440
Well-Known Member
Good good. They had a lady at my wife’s office today who tested positive back in March, come back in for a 2nd test. Similar symptoms. Takes a week before they’ll get results back. LYep, all better now....
Good good. They had a lady at my wife’s office today who tested positive back in March, come back in for a 2nd test. Similar symptoms. Takes a week before they’ll get results back. LYep, all better now....
I like the ones that do curbing. I call them 'curb crappers"...
According to my books the 2.02/1.60 heads were either 915 X heads or TA heads which were U's or O's.@toolmanmike
I found it, Brian6pk and Jahrhibi and others have said 70-71 2.02 valve heads are usually 915s, so no X of course. J U O maybe I
I remember looking because the engine I bought a couple years ago has 915s 2.02s. Of course the one I bought was opened up, so that's not a good example of evidence.
I like the ones that do curbing. I call them 'curb crappers"...
8" or 12" ?
Thick? That slab is above there knees8" or 12" ?
8" or 12" ?
In what way?It was always a challenge to work with those slipform gangs
In what way?
That's what I thought. I guess a little to thick and it doesn't form. Too thin and...Keeping that concrete at the right consistency and for the paving guys as fast as possible
Lots o' crete. You guys out west use rebar and mesh? We must here where it freeses and thaws.12" was the Interstate spec the last time I did that kinda concrete. Outfit I worked for was the first to pave 1 mile 48 feet wide in 8 hours. Almost 1200 cu yds./hour
My books too.According to my books the 2.02/1.60 heads were either 915 X heads or TA heads which were U's or O's.
Lots o' crete. You guys out west use rebar and mesh? We must here where it freeses and thaws.
While we're asking concrete questions,They really didn't do rebar until the early 80s in the concrete paving. Very minimal usage of the steel, it really cramped their style/production. Even without steel it's pretty much maintenance free for 20 years.
Lots o' crete. You guys out west use rebar and mesh? We must here where it freeses and thaws.
While we're asking concrete questions,
How are expansion joints put in when pouring like that?
Or are they cut later?
Always seemed like more work, but seeing that machine I can understand why cutting makes more sense in that situation. A little different than when pouring a sidewalk with forms!About 7 days after they paved they cut the control joints with a concrete saw on rails. First 28 days was a "no contact" situation with that concrete.
Small Block 340 X heads. Should be 894 casting, but do they typically say AAWJ 340?
View attachment 1715536765
View attachment 1715536766