Maxwell,
If you don't know about this site, use it. No relationship, etc
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I'm sorry you're having problems. It really helps to have a relationship with your concrete company, especially when you need a call back or a short yardage pour. I'm in OKC and get 1/2 yd when I really need to. I try really hard to not abuse the situation. On something like that I remain very flexible about times, etc. This kind of relationship comes over years, good times and bad, good weather and bad. You probably are a pretty small customer compared to a paving company, stem wall/footing contractor, and most general contractors. Be aware of it and accept the consequences that it creates. These guys are working some really long hours. Housing may have slowed a very small amount, but commercial work is booming. I talk to drivers that are working 12 hour days, six days a week or more. All that rain in June put many projects behind. If it makes you feel any better, there are DIY types that they won't even talk to.
Ask if they have an outside salesman. Ask if he could come out to your next site at least a day before the pour, preferably more. Tell them you need some technical advice on some special problems. Be prompt, be courteous, but most of all - be there. He will probably bring a box of donuts or some Cokes - maybe not the first trip. How do you suppose we all get those gimmee hats, tablets, and pencils? Tell him your problems. Ask for his advice on design mix, additives, slump. If you don't know - admit it, don't B.S. him. You probably aren't big enough to have your own design mix, ask him if there already is one for your type of work that you can ask for. Be very aware, there are many things to affect slump. Time of day, cleanliness of trucks, water content (from rain or sprinklers) in the sand and the gravel (it keeps changing throughout the day and throughout the pile), high PSI concrete with lots of Portland, etc. It's not bad as long as it is too stiff and you can make slump with 20 or 30 gallons. You really don't want to pour curbs or ramps with that pea soup that comes out early in the mornings sometimes. Everyone knows once the concrete is too wet, no one can use it, it very rarely comes out exactly at any one slump. Some big technical pours, Corps work, etc can count the revolutions on the drum, not allow any water to be added, make required slump at the truck, not at the end of the pump. This is a bit different caliber of work and they reject a healthy percentage of trucks.
Sounds like you had a hot load if it blew up in an hour even in the heat. This can happen if the load is old, they topped off an old load, hot stone, hot water, and other reasons. This should not happen with good companies that pour for architects and engineers.