TY - JOUR
T1 - Optimising CO2 emission reduction and cost-effective quality control testing in large-scale concrete infrastructure projects
AU - Solano-Vinueza, Geovanny
AU - Albuja-Sánchez, Jorge
N1 - Publisher Copyright:
© 2025 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group.
PY - 2025
Y1 - 2025
N2 - This study evaluates the environmental and economic impact of optimising concrete sampling protocols for quality control in large-scale infrastructure projects. A comparative analysis was conducted between a conventional scenario and an optimised strategy, using daily field data collected over a nine month period on a project involving 25,000 m3 of concrete. The proposed plan reduced 3,010 test cylinders, corresponding to 4.73 m3 of unused concrete. This reduction led to savings of 3,289 kg of CO₂-equivalent emissions, 4,043 kg of fine aggregate, 3,948 kg of coarse aggregate, 2,057 kg of cement, 852 kg of water, and 36 kg of admixtures. These savings translated into a direct cost reduction of $36,875.05 USD, encompassing materials, transport, production, laboratory procedures, and disposal. Unlike most previous studies focused on material substitutions, this research demonstrates that procedural optimisation alone can yield significant environmental benefits while maintaining compliance with ACI and ASTM specifications. The findings confirm that many concrete mixtures achieved design strength within seven days, enabling rationalised sampling based on statistical performance. The proposed methodology offers a replicable framework for integrating sustainability into quality control systems, proving that environmental efficiency and cost-effectiveness can be achieved simultaneously in high volume construction contexts.
AB - This study evaluates the environmental and economic impact of optimising concrete sampling protocols for quality control in large-scale infrastructure projects. A comparative analysis was conducted between a conventional scenario and an optimised strategy, using daily field data collected over a nine month period on a project involving 25,000 m3 of concrete. The proposed plan reduced 3,010 test cylinders, corresponding to 4.73 m3 of unused concrete. This reduction led to savings of 3,289 kg of CO₂-equivalent emissions, 4,043 kg of fine aggregate, 3,948 kg of coarse aggregate, 2,057 kg of cement, 852 kg of water, and 36 kg of admixtures. These savings translated into a direct cost reduction of $36,875.05 USD, encompassing materials, transport, production, laboratory procedures, and disposal. Unlike most previous studies focused on material substitutions, this research demonstrates that procedural optimisation alone can yield significant environmental benefits while maintaining compliance with ACI and ASTM specifications. The findings confirm that many concrete mixtures achieved design strength within seven days, enabling rationalised sampling based on statistical performance. The proposed methodology offers a replicable framework for integrating sustainability into quality control systems, proving that environmental efficiency and cost-effectiveness can be achieved simultaneously in high volume construction contexts.
KW - CO2 emissions
KW - Concrete
KW - materials
KW - optimisation
KW - waste disposal
UR - https://www.scopus.com/pages/publications/105010318911
U2 - 10.1080/19397038.2025.2531891
DO - 10.1080/19397038.2025.2531891
M3 - Article
AN - SCOPUS:105010318911
SN - 1939-7038
VL - 18
JO - International Journal of Sustainable Engineering
JF - International Journal of Sustainable Engineering
IS - 1
M1 - 2531891
ER -