Fog-cured concrete 



Each point is avg of three cast cylinders. 



2 4 



Total Age (yr) 



Figure 6. Compressive strength gain of concrete exposed to 

 continuous fog curing. 







1 1 

 Each point is avg of four cores. 







Core strength was adjusted to represent 



DO 

 QJ ^ 





that of cast cylinders. 



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2 "V 





• 



CO 



1.4 



_ 



















• 



" ij 





On-land field-cured concrete 



j: 











^^ 



)_ 





^X' • 



y5 





^ 



<u 





y 



> 





y 



1 



1.2 



/^ 



& 



1.0 



1 i 



Total Age (yr) 



Figure 7. Compressive strength gain of concrete exposed to 

 on-land field curing after initial 28-day fog curing. 

 Location was about 150 feet from ocean. 



12 



