Brown, B. C. (1985). Evaluation of fly ash in water reduced paving mixtures. Iowa. Dept. of Transportation. Highway Division. https://rosap.ntl.bts.gov/view/dot/23239
Brown, Bernard C.. Evaluation of fly ash in water reduced paving mixtures. Iowa. Dept. of Transportation. Highway Division, 1985. https://rosap.ntl.bts.gov/view/dot/23239.
Brown, Bernard C. Evaluation of fly ash in water reduced paving mixtures. Iowa. Dept. of Transportation. Highway Division, 1985, ROSA P. https://rosap.ntl.bts.gov/view/dot/23239.
Fly ash was used to replace 15% of the cement in C3WR and C6WR concrete
;
paving mixes containing ASTM C494 Type A water reducin9 admixtures. Two Class
;
C ashes and one Class F ash from Iowa approved sources were examined in each
;
mix. When Class C ashes were used they were substituted on the basis of 1
;
pound of ash added for each pound of cement deleted. When Class F was used it
;
was substituted on the basis of 1.25 pounds of ash added for each pound of
;
cement deleted.
Brown, B. C. (1985). Evaluation of fly ash in water reduced paving mixtures. Iowa. Dept. of Transportation. Highway Division. https://rosap.ntl.bts.gov/view/dot/23239
Brown, Bernard C.. Evaluation of fly ash in water reduced paving mixtures. Iowa. Dept. of Transportation. Highway Division, 1985. https://rosap.ntl.bts.gov/view/dot/23239.
Brown, Bernard C. Evaluation of fly ash in water reduced paving mixtures. Iowa. Dept. of Transportation. Highway Division, 1985, ROSA P. https://rosap.ntl.bts.gov/view/dot/23239.
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