Our project in Guam used base material extracted on site and gradated for reuse as aggregate sub-base below slabs and pavement on site. Based upon threads on site site, I used the value of aggregate material used on site under MRc4 as recycled content in lieu of MRc3 reuse since the material was not really being "repurposed" and used on another site. GBCI review technical guidance states the material cannot be claimed under MRc4 and should be considered for MRc3 or MRc1. What are your thoughts?
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