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C. MIX DESIGN <br /> Mix Proportions(per cubic vard <br /> Identification Weight Density Volume °/p Aggregate <br /> (Type.size,source,etc. unds SSD) cubic feet) Absorption <br /> Cement tJ i SS4: U-(1;) <br /> Fly Ash <br /> Slag 0 <br /> Coarse Aggregate#I /}A S 4 7o 8 1 D.-71 • S <br /> #2 <br /> #3 <br /> FineA rc atc #1 St C33 S c I 65- . tSB ,76 <br /> #2 <br /> Water GJ•a.l f 4u- 1,00 �. <br /> Air Content <br /> TOTALS <br /> Coarse& Fine Aggregate Gradation Information <br /> % Passing Each Sieve <br /> All Sieve Sizes must be entered Combined°/a 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" 160 160 10 0 e <br /> 1" �4 .5 10 P �4' ) 0- 3 0• S <br /> 3/4" $ 0 5 : t 6. i o.. 6 <br /> 1/2" o , 3 3 a. a <br /> 3/8" lco SI,L $. <br /> #4 gci.7 q6.6 S-y, o -> . S <br /> #8 qg..q S7, 6 a 4. 1 <br /> # 16 IS-. 3 i�. S <br /> #30 <br /> #50 <br /> # 100 , 5 S• a I <br /> #200 0 7 f 3 <br /> %of Vol <br /> COARSENESS FACTOR DOES NOT MEET SPEC 03310 <br /> SECTION 2.7.B SHOULD BE BETWEEN 60%TO 75% Aggrega ' s <br /> Coarseness Factor= Combined%cumulative retained 3/8"sieve = U <br /> Combined%cumulative retained#8 sieve <br /> Workability Factor= Combined%passing#8 sieve = <br /> Adj-NN'orkability Factor= WF+I(Cementitious Material-564)_37.61 = <br /> Allowable Adj-W F= Adj-W F= [(11.25-.15 CF)+361 t 2.5 = ow IHign y3, <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 />