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Based on the highly satisfactory laboratory results obtained, the mixes were then on an actual road in Almanzora Spainn).
Prepared concrete mixes were then evaluated in terms of strength for use in non-structural concrete applications.
The second series of mixes were then designed to apply the modified EMV approach with scale factors, S = 1 (the original EMV mix proportion), S = 2, 3, aiming to have the equivalent durability properties, in comparison with the companion mixes along with the conventional proportioning design.
The mixes were then sequenced by NGS analyzers.
The resulting 400 μl mixes were then centrifuged and applied to each single microarray with a cover slip (Agilent Technologies, USA).
Assay and sample mixes were then automatically loaded into the nanowells of a MyDesign SmartChip with WaferGen's MultiSample NanoDispenser using a '384 assays × 12 samples' dispensing layout.
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The oxygen consumption in the presence of the different substrate mixes was then used to compute the RCR.
These PCR mixes are then dispensed into alternating rows of a 96-well PCR plate using a multi-channel pipettor.
Six cylinders of the latter mix were then confined with either two or three layers of Aramid FRP sheets.
Totally, 116 cylindrical concrete samples (29 samples for each mix) were then cast and cured for 28 days prior to high temperature exposure.
Three microliters of the ligation mix were then electroporated into E. coli TOP10 and plated out on LB agar containing spectinomycin.
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