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C. MIX DESIGN <br /> Mix Proportions(per cubic and <br /> Identification Weight Density Volume °QQAggregate <br /> 1'v e.size•source,ete.) unds SSD) cubic feet) bsorption <br /> Cement Cti4-46 tJi" Ty C4) DSO 3.Iy go <br /> Fly Ash <br /> Slag Lc.�'cr l �. 7 36 <br /> Coarse Aggregate#1 A A SH'Tv 0 57-? O � 6$ `l• y S- 6 . 53 <br /> #2 AA S N To A $ I so 1,65 o - <br /> #3 <br /> Fine Aggregate #1 AsrM L33 Sc.., 3o0 7.'� <br /> #2 <br /> Water 1 0C a(6 1-0 a$ <br /> Air Content Da)q,x;- t o v v _ &COS- z <br /> TOTALS <br /> Coarse& Fine Aggregate Gradation Information <br /> % Passing Each Sieve <br /> All Sicve Sizes must be entered Combined %Retained <br /> Sieve Coarse Coarse Coarse Fine Fine Combined <br /> Size Agg.#I Agg.#2 Agg.#3 Agg.#1 Ape.#2 %Passing Cumulative J Individual <br /> 1-1/2" I U o 100 I eo o $ I -&- <br /> 1" Ct ,5 100 160 <br /> 3/4" $I- q 1,00 to 0 5 3• S 6 S G <br /> 1/2., q0. 3 gi4. i too 6C1.y <br /> 3/8" I, 1). <<I . I t u p 53,1 �t <br /> #4 1. 6 23.5 q5. y . 4 5's: )6. 5 <br /> #8 a 'J.0 2.q <br /> # 16 I. 1 1 . 0 .7 • 3 <br /> #30 1. o o. 1 y 7.*1 1.o <br /> 450 1. 0 o-qt , ) S•6 l.y a�.v <br /> # 100 0. S CJ • $ S7 13.5, <br /> #20o p. lti v• � 1 I. S I.OS 8 4'I 3. !K <br /> %ot'Vol 5-1.33 S y 42•�� <br /> COARSENESS FACTOR DOES NOT MEET SPEC 03310 <br /> SECTION 2.7.B SHOULD BE BETWEEN 60%TO 75% ggrega s <br /> Coarseness Factor= Combined%cumulative retained 3/8"sieve = <br /> Combined%cumulative retained#8 sieve <br /> Workability Factor= Combined%passing 98 sieve = U <br /> Adj-Workability Factor= WF+[(Cementitious Material-564)_37.61 = 7 <br /> Allowable Adj-WF= Adj-WF= [(11.25-.15 CF)+36]t 2.5 = ow 3�j, ( igh <br /> CONFIRM WORKABILITY FACTOR TO <br /> MEET SPEC 03310 SECTION 2.7.B <br /> 03310-28 <br /> 2101 -248-Kennewick. Washington-21794022 November 3.20 2 <br />