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FLY ASH OR SLAB <br /> MANDATORY <br /> C. MIX DESIGN <br /> Mix Pro orti ins(per cubic yard <br /> Identification Weight Density Volume %Aggregate <br /> (Type,size,source,etc.) (pounds) (SSD) cubic feet) Absorption <br /> Cement _ l CS GSS 3•!5/ 3=5� <br /> FI •Ash <br /> Slag <br /> Coarse Aggre ate# 12 0o a.IT <br /> #2 A S HTO x $ ys 0 9L.6 <br /> #3 <br /> Fine Aggregate #1 A STM G 3 S a.0 6 -7.18 1 • �' <br /> #2 <br /> Water "I t,J�- <br /> Air Content IWO Gil' �•�Sc TOTALS <br /> Coarse& Fine Aggregate Gradation Information <br /> % Passing Each Sieve <br /> All Sieve Sizes must be entered) Combined%,Retained <br /> Sieve Coarse Coarse Coarse Fine Fine Combined <br /> Size Agg.#1 Agg.#2 Agg.#3 Agg.#1 Agg.#2 %Passing Cumulative Individual <br /> 1-1/2" 1 vv J00 I o 0 160 -& <br /> V q4,5" Ioo 100 4'4.& 6. )� o•S <br /> 3/4" g-) •y Ivv ivo .S S•s- l a , <br /> 1/2" q0. 3 s4 .ti 100 ��. � 96. �. a <br /> 3/8" ►1. a 41 . 1 100 5- 1 v 3� S <br /> #4 1. G 6. <br /> #8 1 . ), 4a •q 3S-S Gt. 5. <br /> # 16 1. I 1. 0 . 3 31. 1 b$. IFl S <br /> #30 1.0 0.4 ao. <br /> #50 ,v o. 5 S-a ail. aq v <br /> # 100 o. 1 0 . 9 2. 6 <br /> #200 <br /> %ofvol y3=�S3 15 . 11 I .a6 <br /> Aggregate Ratios <br /> Coarseness Factor= Combined%cumulative retained 3/8"sieve = / <br /> Combined%cumulative retained 48 sieve <br /> Workability Factor= Combined%passing#8 sieve <br /> Adj-Workability Factor= VVF+ I(Cementitious Material-564)=37.61 = (��� 30 <br /> Allowable Adj-WF= Adj-WF= ((1 1.25-.15 CF)+361 t 2.5 = Low 3��g ig yy. <br /> 03310-28 <br /> 2101 -248-Kennewick.Washington-21794022 November 3,20 2 <br />