The work I do includes QA oversight of structural steel bolting (industrial and DOT materials). In that arena; basically a fastener assembly (bolt/nut/washer) is considered acceptable if the assembly is tensioned to at least the required amount. You can over tighten it to the point of almost failing and it is still OK. The reason is because the assembly process does not require the use of precise measuring.
Before starting field assembly, you prove a method used will produce the required minimum load (using load indication), and so long as you employ the same method in the field without load indication, it is considered acceptable. Part of the method takes into account people have different capabilities (ie - strength). If an average worker is used to prove the method before starting, and it works, all workers are allowed to use the same process. If subsequently a brute employs the same process, he/she may go way beyond what the average person established for load in the assembly. In fact, that person may go beyond the elastic limit of the material without actually breaking it off. As long as the process was used correctly (monitored randomly by QC), it is considered ok.
Why did I highlight the part above? Because we have built and shipped structures with 200 - 300 thousand fastener assemblies; all tightened using acceptable controls (and subjected to appropriate QC). Upon arrival at the off-loading port, several fasteners were discovered fractured and laying on the barge deck. The conclusion arrived at is the fasteners were basically over tightened during installation; within allowance since they didn't fail during assembly or immediately thereafter. The fix is to replace them. No one admits fault. It is considered part of construction.
It takes creativity to link structural bolting with loads of 40 - 75 kips per assembly to watch making (but I've done it). My point is, unless the tech used a torque indicating screw driver, how does he/she know the installation torque was appropriate? Perhaps the tech tightened that screw up just a little beyond the proper amount (going beyond the material elastic limit), and it failed at some point later.