Mark_ISL
Well-known member
We were waiting for the next NASC seminar for the SG4:10 presentation before deciding what method to use for advanced guardrails, but use of the step-up is an option we're now going to trial on a couple of sites straight away.
Has anyone any views on extra labour costs for using the step-ups (or any other AGS method). We've had many different opinions, ranging from it actually saves time so should be cheaper :amazed: to it taking twice as long :wacko: Prior to actually seeing it out on site, we see it taking longer, but not inordinately so - what's the opinions of the more informed of you out there :blink1:
Has anyone any views on extra labour costs for using the step-ups (or any other AGS method). We've had many different opinions, ranging from it actually saves time so should be cheaper :amazed: to it taking twice as long :wacko: Prior to actually seeing it out on site, we see it taking longer, but not inordinately so - what's the opinions of the more informed of you out there :blink1: