Laserfiche WebLink
C. MIX DESIGN <br /> Mix Proportions(per cubic yard) <br /> Identification Weight Density Volume % <br /> (Type,size.source.etc.) (pounds) (SSD) (cubic Aggregate <br /> feet) Absorption <br /> Cement Le.I PC,, (c - 1<<.) S6 a-D <br /> Coarse Aggregate#1 AA S H TO S--) 153q 9 .6 $ I t . 5-7 U. <br /> #2 <br /> #3 <br /> Fine Aggregate #1 Y9STM e-3 a Sc J I qa 168 . S-) 1. F5 <br /> #2 <br /> Water e-It 3 ,91 <br /> Air Content <br /> Liquid Color <br /> TOTALS <br /> Coarse R Fine Aggregate Gradation Information <br /> %Passing Each Sieve <br /> All Sieve Sizes must be entered Combined IN R tained <br /> Sieve Coarse Coarse Coarse Fine Fine Combined <br /> Size Agg.# I Agg.#2 Agg.#3 Agg.# 1 Agg.#2 %Passing Cumulative Individual <br /> 1-1/2" 100 100 160 e .-$ <br /> V, 4.5" lov �ti.-) C. 3 0 . 5 <br /> 3/4° 11,10,-).il 100 S a.8 a. 6 <br /> 1/2" o. 3 )v o As. S 3 , j qj. j <br /> 3/8" l 1 0 O y`I . 56, 3-7 . S <br /> #4 1. 6 qr .7 33 . s' 5-6' s -)6 . � <br /> # 8 go . a <br /> # 16 , f 3 30.1/ d 6 S <br /> #30 <br /> 950 �. 0 7 .S- Ct 1 s 6 <br /> # 100 <br /> #200 k , S [ . Jy �rS 3• F <br /> %of VoI $7 a <br /> COARSENESS FACTOR DOES NOT MEET SPEC 03314 <br /> SECTION 2.5.13 SHOULD BE BETWEEN 60%TO 75% <br /> Aggregate Ratios <br /> Coarseness Factor= Combined%cumulative retained 3/8"sieve = <br /> Combined%cumulative retained#8 sieve g / • y <br /> Workability Factor= Combined%passing#8 sieve <br /> Adi-Workability Factor= WI'+[(Cement Material -504) 37.61 <br /> Allowable Adj-N%'F= Adj-WF= [(11.25 -.15 CF)+36]f 2.5 = Low igh �. <br /> WORKABILITY FACTOR DOES NOT MEET <br /> SPEC 03314 SECTION 2.5.13 <br /> 03314-22 <br /> 3053-276 Evcrcu.WA 2022.0481 02/220-023 <br />