Hi,
I am doing a QC/QA analysis for road state department I'm at for my internship. But I've hit a key stumbling block.
The minimum 'engineering limit' strength is 2900 psi. The "LSL" is 3900 psi. However my understanding is that the LSL should be a minimum *mean* value for a lot - whereas in...
Hello everyone,
I have been given the task of determining whether the DOT I work for has been under/over testing a highway section. I have been referred to Standard E122-09, however this appears to be a standard to determine appropriate sample size to determine a mean based on a single lot...