Our firm was asked by a government client in Canada to update their specifications for concrete to capture low embodied carbon as a performance metric. From the SDL group's knowledge of concrete procurement:
- What are the chances of systematically obtaining cement specified with 10% lower carbon intensity? What's viable in the current market?
- Are product specific EDPs for various mix designs widely available from concrete producers across the country (USA), or only in some geographic areas?
- Is GWP the single most important measure of concrete's impact or is a holistic approach (all impact categories) preferred?
Thanks. Andree