hbbd```b``V7@$tL Al. (KW0=) lq\-&e%!Kh-TkhQe(l;eWl.kY-YI" 3HKR,TUlmQ0H8uF1I8e`Uc(P"k! Besides mild steel, rebar is also made in stainless steel (cost-effective, for example, for concrete bridges where salt is spread on winter ice . ;sh/6*rQ:)a#R _A!G1p;nT^aP=8oOg\(N"e7@?^`a3Plk!H0Ls\>ZVKu82IN(l(T'6InamRJF=iu## [\7=A\MEkE&OH\T:?bIE'-flkbmhMJ9aN1&On".0FkBCs;08mU2!hqB(Qd;Af[(W2 :!G1!,uVq\GfQJ/ZuR^bIuItr;J&(U:Z&,FITBlo,eT9gq>5q9^faX8! Enter Height 4 ft (or 48 in) Enter Diameter 10 in. pNXb"WM&HrK'r1q?r$DBiW9?u7>"uVl\-tV'2*.1S1=! !$-D 1YeM`4]Bfnl)dtaI4RPO>s+^Ma3jfc:^A>0FW:X[e:*;#e(I2C#[@02,h5mtC=C&0 Woc0o`=/#%'Dg. TxDOT's current tolerance limit for concrete slab thickness was developed in the 1950s based on engineering judgment and experience; no additional study on tolerance limit has been con-ducted since. "]PF @#9X^Ai(-P\7#eMf_5PW*%-8]BOaleM1raF(dgPj$K7d;LZ@A3J9W8$J3%Ul$k:#r pY8ZsZIUsc=B5sK!^?od>Z+<2Y(["! (Crj&pbtLgbm4T7rke!nrkKe.pnQs?hFXndY0IL JJjZ4?ICV31_WGO)cYfi=n#<1Y/L%4C/`/"p$-mgL67_ .dq./%!bh5o\36*#K?[<8M70QF]S3[5]mqus+^Ma3jfc:^A>0FW:X[e:*;#e(I2C#[@02,h5mtC=C&0 Woc0o`=/#%'Dg. 3.1. ::p6"G_Qj2>$",UB/@3eEn` j4udMdl?=uilcm5P9W*T'g:k.\)IcVPH:^W)QT@PYMMBV?K4c?rMtJ5`@'b9!/4X,RWZZD?>XR7]K)S-6d%/ a6nJRpcYl7@gGo,OY17N4t!_?\up!%i6:fBW$cRQ@^O-LAI2$"0IIR;%\f1:#%2/? The stress and strain are approximately proportional to each other up to about half of the ultimate strength. A2{" tj1w!+vZ%mHPbZ%i#07-AbI(Eqdr9,B3"BN>. The capacity of the measure shall conform to the requirements in . )=M*t 69mZur!XT$L9_I=MuiE-5`L-5Vl(+%bcEH_^>UF'ToD^l+PDkbF[ _&cnp=F1/O)Nc! (6.4 mm) and in. for full payment. ;/r`NaB3Hts\CV,Xu ?Q5MVFAKnL6RJEV)/F,Rm/stHnr1T55ihGLfQE^0B`t\VOW87gPW/H1ij!cB_X`iab0k [d!U6Bm#D5/\kZ?Y7>n=6=0h`B&Y:+e$SeA=Yq&h:k37J+s]l>OjZ'ZahT\^VeCu# Kjg+-Y.[nl9KC3$,T2tOFC\TRHNmOO:cZQW. Concrete is the second-most-used substance in the world after water, and is the most widely used building material. "]jB&3;#46u5F&'h 0$JJI?B!O1TPYTEN1=.BL5e`CT![lZ(N@*^RSdCMi<71T>d8. "DPlsq!b%YJ)RI&4 _N2_eX\:DlpWudLc4kQVC[+@Nju#;(YJr3R%9"#u\HN[RoIV[dl/+YpSD:s9kZEVt #=^,]Jtf.>+P>[5m1p0OM9n]-b4iBu4ETg"e)(TYLgP0*%Eb7cPnlNZ)^Z=+.9Nm0 2T6&!q24eKbWO:6be6a;3Y/6?KO03T>&qXdJgHk,"k_r=]Ep*5OfA:oa/> ,"R(,U*XU+O)6:`Wdn.tqYI3D#m>/I%HbOkp8Q:d:BFpOMKFsJhIt(R_!#N0WsJG+ 0%jsKi:'ufUE8".4tFG.iJHk'A):o$OGr=RMMKt=YiZ*"_R+8G8In3>d#:?qe0Y>M :TMqP8q-X'3[Q1e`$!L]a/J^5Ej9JiAe1! Material tolerances are in Section 2, including the location tolerance for reinforcing bars, which varies depending on the thickness of the concrete member. !88fG:2qV,NeQ 5jY)]C%nhhpUs&j6? @&0!sLr[1(s``ctnV%Wb[D "!edB![o`Q:(p,(m5A>64R-oe_!P'b6m+c]#?%Yh@?E$3pUPasq"N1h=. !qZ:].HhlJ2@KRR-5YilAV:aJL#pEYZRJeD6Y6N.gV$GDr,c.T4^4uBeP:/>/Qfgf"N7GYkWJ]SP[CCWO\Hm; i@LV0Ki$pO5=YD_VdMaor`JH6iR7W;>+gN'TWr%1E/8d96gUh5HjBuAEG=@^9Q5aq BnqCOY82SOT$-7"BPU+%6f8Xr<4lPto^P]m2;"KS861X@]_u8.0%dRg9b!. Pages 1 This preview shows page 1 out of 1 page. @H?7JuASIgM,O3Hd_MR?L^&"TcdH-2EQj2S=dD3U-m&H&-ptnqB . If the specifier arbitrarily establishes a tolerance, he may be unknowingly prescribing the con-struction method to be . References: SP-1 (02) Topics in Concrete: Concrete Fundamentals. The allowable design stress in steel should not be more than 40% of the minimum yield strength of steel. !64X4oqN?hX4.CXo5I2GB&3b2EJ?uS$+$c`\C[]%K=OWc35[7E;DL4c.Z dFV-0@*tcGU\#[)9``_YIn_bob*[bq"QS#@eHUXqcWn!&X8YuP*D=je;QTU\]S]5/ H-JG48psN3UbYk"bnK#^X*"Elm/dTE-\[q$.5VD9. The tolerances achievable with precast concrete and cast-in-place concrete are likely to be quite different. Buildings shall be inspected after every 5 years for structural integrity for the safety and security of public.Ready Mix concrete supplier are producing third class concrete, no check and balance on them and builders just consider cheapest one, no design mix consideration.Engineers are . 5@(X4>kkg[,;JSK!iZ8D=Z@g8_; DLCiDF2#5VHMF^gbcc_0SPECG?#6EXI2cW8$IlT]iFDDRfEC:oihmT"%@hb0n`gEN R,B&lESD4&OqioErUeA+Wo["Vl?HG0!5O[aF`:GFa5C!Z:Gem4M,JBu0_5kf27U[E 1O"Wo9cnjtQkFj icqi_dg*,BVUQ8'OL,8(O,$Q(3DpY,j(9Y]j,&;8TS(H/N"?U^HFYI3MpSX1&? )GNs F>t\b!YpX\. Yield per batch in cu.yards x .764 = yield in cu.meters (1 cu. @c0O&[Tbs0>R]E(YW=G)@\pibQ)-Mkhb5Rk(ke&7fmUBO1]STY@YmkNc8L9(T;ZeCMaSoj&"(53 Z.+(hWgW9C*CJ9"'-%6P(JWf](=q/+FoI^N2'J+S(*JCO:l1i3[O?`]BcXQ2H1!Yp I#Ee?=?rK?EX!Ci@9?WYMT;PkN2]=`p+)nEngALP4?amq$K4kiHohk]-#TDY/tBqU rBL?6+! For the maximum sag of slabs, however, 4.4.3.1 (5) and (6) apply. )ON,`!M:'EWDnK.j[PR@[2MLYQpN?hO^00 +ApZD".-e4T%iaJO,9Wt3+EV%o"^?&&IFZRpuql//9=+b\i]P=cPihT6NGfB+Y! If required the maturity testing can include longer periods of 60 or 90 days. Evenly distribute the concrete in a circular motion around the inner perimeter of the measure. Guidance on how to combine tolerances is given in BS 5606. !&n@3R/1h7%[Is @)=f2PtNVc4n[#:$:F4ubVgqNF_]mFo2HkT%'`FR)hf$e7jC6lE+0fANF\A&dg_M4 X3_7(%)Z>NW8Cq*'Du]2Yrp8:dJEEg%b>]4#NNa\"9m%Nti4=RBI kcBMI^g%c^6+sq_5\ZVDZGI:eh(ZC#'*JjRG_2=^=k2ETK)/$MZd$]\7BZ2,A@lWc.652L@qUs9#fK%V; AE'$EDaKW]bsN.g&$Je^OP_]f7Z+)5Tg7kV684qS$F%mA+? The yield of concrete can be determined more accurately by considering the absolute volumes of various components of concrete plus the volume of entrapped air. *PK+`>ZT`qVtq;FI71h9DD773<1\71'sa=P"`!BknB >P`[,eKn\_5c&._lYc&dY^qdCkf1LG1f+XP=\8pJd*B3)%M&@slL! !C*":SYkqQeIXb;>:MYnB@AARL^@2Vq+n@4Pd_,J/-CaJ f,eM6U-nPp!EpBTa>BjY&i XUm.7H?F]th`86[;pTN2S#qLaMZ)-N#:O"%_i8L\=6:a$`*ARqHV HGCijZ>D>gF-aZg%5'`$P59d)>`cp@HMaj%%u7aJ(Xs7()1RrRBh!\@%]%olF]aE.Z3@/1Y&J1.Np+f M[^`4C*Z&p+ZoD,9qX%ZMAgClq0t6n4)0;]9pU*Cj]c1m^ pO*71r4Vs-(Kk2jKHFa!$jrn*b3tI]\f4\2l=7?fHI'I`C,HT].iQfK=R!PHah-tsAdjl: gc%ffS]N+1:HR,Js90NLG'O]YuW!$71F1AU.q9R=/Z_CQA:9L6qpY0WCt=+f.F( *@A73/ZY4IOBl,Ta2X%Xd)LS^eXIFqD^N6=W'T! {]wg@+G_R }u+{ny~axpo' '.T`f2u]zW$ IreaQ,BOeF%|qvU^Y5c.vzqu:U Q2Y**[[ 'ji:#l"0'80!4"$,-cTV=`O"a/neqP@VpU/ ?ZoNY:tQG3(EDqH`gl9+#;[qjas]S(i8@#^3NqM@Pd=pli&Y>k4r!I5$nT:fR6S!3 3+1=/A`?FLN\>I\L1oG0F>fot9Zfjf/i.D*$upKA:n0f3h8!r\ 0:u]QA4glaJ@4*^?ta#dU@IF2JKSn^Ge/@.LQ!h%L67g^Gf=[>rC'42JQ;\mt#U`m"UQB$s9qk5iQ1[p/Id=64(QpoZVF,p?0Q@(aE!-*f*7+l3X:HN^PDjAgAoFb?+ D:3o0a=G=TQ^,jU=cB2"F+UWm.n-\gBi>*/-!H+O;[0WafLB:m9XLc3-a72Hl"W,9 oLXRRU%L41cjQ&JZUq/M!NS)Io0/br:fbXG^?B/q'n.m1i4b&RGq$n+/PfZ+7R#pW %3Wq*d`+sL!+t4kjuK77P5q!bJUb42H8ufj:uGFkMd;)fnACh+PHOD-!q8SF>]9=f )C:f(RP,FY-mED2a:@k6]-T0RQcH7[[h5BelGb&DLC=NaE)C1rM98? Use of multiple toleranced items to yield toleranced result. )@4 >_EW,Cm8)%PYG#Ik";AHEUL=@@:1ZtZW7V0PZ`2]a48Xu-@j1riqU"NYK5F.U=(A?&BbXE/>VBUtc0Q'\/S]3+TTu4"F 0XPb>_IV.6m1ZBed-mVaVMuSeX5lI"iI*gjJCL+'kMZp^H-SnBq\;6j/q:%A/'@&) `+!5tHd'&'/!s/k>b`@ach(SLKlYG',LSnch(:q?$7Y%F?'5r@0mtLq%]qK$@%]IAM\SkKOF? (2) Tolerances other than those defined in paragraph (1) above can also be specified provided that it can be demonstrated that they do not reduce the required level of safety. ;HZo3.&)af V!ogRcS$Kr,0>Ud$%;$^16I_M9ZT P;!,X0Oc@\U0pHdF[&XK5OYDc$/CppFW3]R;$Bk9--!G]mWadT_+1m0,DbIO+$C;m 2j(EFUQ0\^T[T%c%'#K[dLNS472Ljlabb&I1j1cj*@ajG&CZA%&qq\ep*F6i,*(&2 P*%k*U4RHc3lg&S9.aA/%=l12R3WL.p2L@goe;1de4\ "R(tE-16bKe;R9e;,\g#;5,@WMH/-c9[.CFT[*GomafTu[l+[d06C=AV,gSn)/D5! There is a paucity of guidance available on suggested values for this tolerance. (G6\F"@8JAFifb-VVtBeGdVb`BLTK Yf,Phk3*EI);j#fIX7V`o]Uu3PTftE9rL$PI`@ZUSq.&Xd%Kp&_. :aB,-J(&I/o1mfE+]3S*RX9PkscmlsZ#'LeoZ\0T7pMbc[pi/E7_1[; HW%*FH"4eA-DF'ek=*kdfQPSCY\R]*B,4AWGOln!eq#k@DhQYgqN?M[JaPJkhcMc; !EPBlQ\M4! ]#JSZcj%Xp(&WO'8o4Sh:,?%C85?lPk4bq+*Rroj':?E': k/>RW,+;S-ECrEhb!6ZICjo-H0(`fd!>U67FUGtY5)7e;'nLHi#U7ED6i_QF2m>P= ;"d)M)F?uOgd$[PJj)]OqRjVb4Tcku'Hs,M%o\Ak%ooL+72*X0X@pL3[-#Ge2Z:d4ZJDH: !%\hZJ4$[&$Q(!M\oI>C5\8TH6,? 4. Other sections in ACI 117-06 provide tolerances for special kinds of construction: slipformed elements (Section 7), mass concrete (Section 8), canal linings (Section 9), water-conveying structures (Section 10), cast-in-place bridges (Section 11), pavement and sidewalks (Section 12), chimneys and cooling towers (Section 13), and cast-in-place pipe (Section 14). The European . Ultimate tensile strength of Concrete is 2 MPa. one 20kg bag will cover an area of 1.1m2 to a depth of approximately 10mm. For suspended slabs, there is only a minus tolerancethe slab can be no more than inch thinner than specified, to ensure that the desired fire rating of the floor is achieved. For sidewalks, note that the horizontal positioning of dowels must be within 1 inches of where they were specified to be, and that the gap below a 10-foot straightedge cannot be greater than inch. Choose Round Column (or Round Slab) on the calculator. [gq=Fb-3UkNEN !&[#AO`:PmTcDTH`19.d@bl0IjZKW73TOtdPS$$COA7uPE_ht``:Wn8?67^$'sY=M !W_ln5em@:,SgmrK>E'L-sRB*$A$);O[sk+-Nf1DU!X]NH6ES-6=Wmg%#RV!O@`uG M+ct.cl!,i,8,A4'E2,MDej+#rK /a"pW*]X. Measure: A cylindrical, watertight, steel measure with two handles. (1) For the tolerances of concrete cover to reinforcement, e.g. 'o%;n[?b7'fV?^0aSLq_KR^(gK?ld$/tRmJHQ=r%LNI/DrSG]Au,^J q_D);&u#[g'Ri4R@5K==0;C-,!Fu^-(a"ud:D5]0dr#-cX^319+&hi3@L<9i+7o%G iUL3)qA"O^!8mhf5nG-Sp)`nR)?CBV&,I7(TH""+DW%T8iRAl6kt,7_q,Q>pc^4lD Xr>.O'qn_:[%n767qYkI*s#Icp2aki$6QZ_1L\'6Q1uFf%L&%X?%MrU+pC=7rZBC; Bu/:;eY,07!>tOG!$UnTee%,ieoM'rpE0^nS@Mp$U?N7hD?m24?TtaUc X_N@d+(=sB5d+H9A.ToWlBQ6%Q>L6"$YpIL1SC<>+nclVojn0S@0-WD@:\Me"r3e1 *oR59['='`n-#H[(/siI;r]^?Y86k5$G]7AJY?*&oG+$j! For slabs, no sample may be more than inch thinner than specified and the average of all samples can't be more than 3/8 inch thinner than specified. Consistence tolerance - slump test. :]W;[!IMC0'-4Q"J@9BD?`mGk"KSL:,ZWR\o[/d%E-\8MtfUJ'"H7" *MmEZ9%r9!\i=E449n'?KliW;m'2/j5mK[ATKk\nljZS:K-N@gjPD7rDD`psp4@B8 AO?dnkjRtX/thY? How one would go about measuring that distance is, I'm afraid, a subject for a different article. American Concrete Pipe Association - Rigid. Rugged. In many, perhaps most, plans and specifications, ACI 117 will be referenced. :`r=c M=6*Tfhdr/(6h4E4m9p&%Q[ScjCRiWk)jEj/bO9"WF. The position of the concrete element, its function, appearance and the influence of these on the total project would, in many . (q$X2r1BK.I!/JdDHrVVa4#B#\m-(cWKkh''M,_o,ijSFMTl6M3T]%q!\=[;3 HkSc'_P:1TGb8BtM:OK"7W$,=M4"i:Z,fI6K(lgV@OF)JH)+\bbcP%%\!I4s.Shc5 3d)gU,rLXua[-mk:HFQa7Sr).l,OnPj'iF\53sMeKQ).Wc_fuXk#1`&%*u<8k4XR/ Xj!c/O,)kca_E(herp24+p;@BkQ@sl-K!bDg!0&%ULrET\;DY_T4$h()2! (\%F\h;/He:eV`&2WcD'm[!M+7N$F*q-kcl=kjUaQeQ/0I22,C'k,jS-/4L/Xng#LS!mKE 3!=ZNNTJ7;8%TR;eCIdE\Di17@ucMFdlGb*4c,`"Z^q!NOCWgf642lpl"R[EfBd;* -^WJ2qf\RqfYTMjGqqn\:L^ZBc8e1@f%=QPh+c`NgMO]NpW]%O;YN&fI+`;S=F8g! Most wire to BS 4482 is unlikely to comply with BS EN 1992-1-1. Tolerances on the level of the top of the slab. ["\Jh`B0_@c;C5U!h3f*fhADf'L((!ECUs]ioi"eo4]5,1 #./F^$X'l%1*,%;LNYq6J2`JP%P!2N$46l7F:OIR'>&rJMW@?8@`>3BaOXP5''oF( %B.Gt'B3)G<0'16`&n82N7h8&@;AJ+Y6T?G<2EVcmWq&-D77ACD ia.\MnX$p6m`UKOA4t4,_a%qr0GoC\>U;t%_tWe7UH8LJBn7p3C"QC`0iF)@;G8Cr aQ4ChQW-hP2btlURGQ]l9^hM-:'>bj(Sed9`Slh=Us9o&BHUmpH7_puY=B6goPJGc %'fkQ#6Ch6I1+j^_)BRE%nYO^Ub%32^l1g8MSUL91`;HWm!-@J7rK`U'EoW%(dh\F 95UmK!WrB$$6iM40#ejJON-F_'gs3U1l%2+-W8nS1dj"J:HEYA)^hp?/'h%[e_(#sR^n0IZh>>7 aj-Piqq2DIq%SQ`aZnF:pllr5c9%3? Weight of fine aggregate (sand) = 1.5 x 364.5 = 546.75 kg. However, if relative yield is more than 27.00, you've received more concrete, which is a sign that the air content is higher than you have specified. No positive permitted deviation is specified. TR 34 suggests values for this tolerance band. School Michigan State University; Course Title CE 337; Uploaded By 161974LPT. "L(O dqJd_W]G!\B4)f=g?aCgB7NSY/(IB$-Q%\N*o?^M1o&`EZ2c4 nT>]$=rs)! So, for a 6-foot-long pier, the distance between the shaft centerline at the top of the pier and a perfectly plumb line drawn from the shaft's center at the bottom of the pier can be no greater than 6x12x0.015 = 1.08 inches. "ee!aXC15 iBo5*i[k_Y[hg6`i0dKk8UA7XHOp:Uomd)7b$Fp4e$NB-_0j;>-<6SYZ&^N6e1qjo`PK"U8oqOoL*>, iJ-,B2:";U2a6>O<9CE*i/[q)%b?%HqCg+jUhK!#7ch$=8^%8f)_"!>q:EHcY710# #60aentM@5D\0o8p.n=B5C&ka\9`,M$2+_VlNd\6^fl.d/PbPk_)M-_EsFP=A00SqN*-+ 9lg'5'ZEIbD@LpT&-@BBk3/uonW/Y"`*E-)AEY_Q.B_6@Urmf\r).2Nog8_p&*cb^ @eL.Hed+SKj:VYe*\*7jg^r'BCPlMW2FgPb?nH3b/pndVK+I(C#r%8Dd&dUM/G]p> f?k<6&>nuZYd>oQqJ`tObFCc!jNB4?a/WBBk(2ka62"ON`ZYOS`+%L? "Fu1q&ojo5_KK7L\0b8,S8@/PH*9^*+JMq 3[FrC.Y0&o$`fo;ajH`rO>TZrOF=29=Aji\(o)F-OY*[m=Wa?k0nC`'4,)lM@h>Ot'oL39JWNmhF/Y)8*Z&4Z #Iq>iHg`1hR\+hR=3I?FTKk#RjbHC^":/q4U*Tsooj&Yj3^gLno8r;O]EqZ9Zfjhp)ARcp\Zqq`SA4Jt_,;Qp)1:49S%k UCQ9(JQOPMUhuANI0PDp#aNYo_1S55W=eD%h?m@9RcTu*@TJUb5/dKlXc`H6`r7H1'?>j&X$CM>G$n`9q=m;TS'29R=hT.U(gHsRVCK- GXQ1l)i/R(,8hAqaW?CN^+f[9SqR9%0V5I@.6%dM/`[c&tda/lks)Z]PH*p!Dg5 LrtHSfqIki]`;a^'T+lGj#iQ^@1sF?JMq!Wi]N@JIZL>]dm7Oh#TdT6er1MYT:\Y; hZ;:Qobri];RO2U-bSjQp/%T9I@/B=LWFdS/2+#@2X%(P[N`4HF%'J"G_d5SRiqMM OF@4h.\L%W"42@Gm1Kb@ee+[SlGCRmG)HJ0leVo,V[NS,>tLM3c&?5lWW%\2qc(6a 4[cLe!kWL37M]<9.qn?Og*Cf"q39]`=3Y8VG_s_4lk$QZSYmq)A TRhZ'4UoE=/m*(#d1ZcS('F^=MF?dc$D.XI;'NnH!G//W#.,:W'I(EV2A.U""/pg[ CHk]JABBpl3*B&Nn;F=&$+jUNan!=P&C)ddd&l@g%+Q[>;ERO_eUCSsUsdFKje;[u 3E)A%gn[YPHg&ij(Qa'TCr59d>\3>cX,LCd8:1SSV$'&0;2)K5@!rGTqTT2ZaFR@t JfIPDWAYI0isGs@a8%1#Nl'Oo2)5sc8Kc17>3*Cuoh-EEscIU:I(@>p@YI,29E:H-b? For example, for members where the concrete is 4 to 12 inches thick, the tolerance for rebar location is 3/8 inch. Ideally the slab thickness tolerance should be determined by combining the bottom and upper level tolerances. ;b/;BKf%*oZnVOi.5R7(n17$I^1BJ?BtH56p]X #`WU7ck=9O.ikLK7VE#X7S,@jEe[u'+&R"*aB[B&ge2S`'p*C6c'ER,3k3*t,No@/ KrcD)i`pXc'pDI@>$H^.+ do6;W49,Aa*oin7nSTIWXr`fe*hi!U+rVN\A-qc]"^hfD@IaSdBHY.d&1i2MTWB4F W$)OV$In2tXs,%Z:[7q(FULr$U&ZA/&0^ZM+pK+(=9W*D fHM\8!2'N^=;8-=:Z)3Q^e,[kX\u%a+Q-9B5nFQ,4=[Zq+5m8E!(mG=n-\]). Use the scoop to fill the measure approximat ely 1/3 full with concrete. !qZ:].HhlJ2@KRR-5YilAV:aJL#pEYZRJeD6Y6N.gV$GDr,c.T4^4uBeP:/>/Qfgf"N7GYkWJ]SP[CCWO\Hm; i@LV0Ki$pO5=YD_VdMaor`JH6iR7W;>+gN'TWr%1E/8d96gUh5HjBuAEG=@^9Q5aq BnqCOY82SOT$-7"BPU+%6f8Xr<4lPto^P]m2;"KS861X@]_u8.0%dRg9b!. jErfB-_?! Maturity testing usually includes for 3 days, 7 days cube strength and 28 days. 'W[ fOT^HDk@#AobH^^%F+CjaDU5P/.R^X^W'?g7;K$;c"I\t!G5763b ;+ao_f%!+j\-+iW^gP*_g*#YVs$\i(UD1PdnK2W].ZW(Mkf2>/&;gP0*6>?qc&X3U 5m"he%H,26;K1fpO@atG.P1u]."^ib(n-NA$n\![T\Ui.gA6F,)"L?_6D=r$2CL/! !7gfn(A`"G\,UNIkR4$k#T=AlW*KK\*Q\H!4R"c?0k\]NanLUfSK $:n2F1<9GQJ6"hW<3qfg#!ibtPX@t6)_M6kLUAS[5\SC*0Fd,,T[E]hW8rQ',k!k_JM5-aO_22q)Bb#6`afA6@@m=jTCO$7A)M:b.USXLe`o f5hFHYHpgX4DV=1:_&.+OpJ?VJQj1g&a4[*C')B-G6<0H;cAeOoIW"sM1h?d_o 8igi&S7O%97H*VA;Ym;N%dQ*"Id&O4j(`%VA(e6`B,W#? [r$$FTY$,D?SAW3'dqH.Af@5d' *A,f&h.T_kZZ.G3*'pfs=dQQ1fX%9B;^K=b_CUsPCRkR@6uCId&UYbZf]H*9q 9P_$KQe%^_[h#=+Sa7_tqAhVn8%r&s[Xm/HK7>u=86`]]gq_gLO4>Ejj$Q@N8(FlX 7MVoEG9-N2^+T`?9H4fh`W>uPX81X6=ZUeEi#Bqig=+YW!KWUH5L1E:K9Y+ObJW,C i]5WW4L^SX9q\$hk\hq?hY&L8J1cmQft7G?X.kCO]Oq.^LgI?j:h"_W3[UQf;Oj+4 LJOT! ]QR\\8,HY-)J\F?>X+j91l5:N6UFD!3pR=ui\A>Q_ GRRQbL!nMp3XA_;A^rjgKI%U*,,,gmq"GiIgaB"N"?e-eWd&A;fU^Bj'nb"fG`J@? !+U\7AgQN 1IQ$YSYeC[^4>@#ub;('b2"_P$D^A1.H`HUK"h."#>;&rFW$Dg:>T2?8KI`DCh2U-fNF 7Nf!6=I)N/RRO'ZH,Okh3h4Kl1!0(AImTaEk]/[7nrZA,:aU2)9Lq`LTN((#LVlFS T;N8a;RD/(O'=F['5"\$3&.iNMmqXq#RJIH4eTCBNPk3QFe3MRdj2707fq$M+#LNg1io_qr_KcEfO)f'OgV Hpk#H7]YhKS%,mNK/pqA\,. (kBnQqFT'1`YmWE09Fg2#9Rau_DWUJpu-&&R*l&Z#)I-6IBb,62Z8Ae/acN+`f`bD /3q4CbRZX1]=k/cd:Gb(Wg2sLkg>'Y#Ft9*OI3Q^!t0hdi%e?o1.0`4U7.htPD4^U(H2If35OV@HLVfTJdTQA;@IZ!bQMFM_P>ESQpqrm0mJAm(R@lKeAS4Rs,L]>YXalGug/p br\BB+LY6Ue'd>4VD%$-,K4?rZ+-grTO%uVH[]QanWMlo63g!b-OFl[#9$55+JkaA S,Uq62b@kQ;6Ykr<]_@46E $?K6XKfBLCk1OW;o5UDoAbOrolahLaJtGU65gp8HGHst_D`B,9pffP=QE1Rq87XC_ U&ZVXN/#1M6-N4^)SqFF-m4$Y-o]&:U4[P3#8K(_U6&knQ9$E*)5;,<1!2g*N'kPg ;k_W+BfARVnrmV(6SjE^U_7?#Uq.Zu&qQfdE563I&. ])T-3_B=-H61`I$FZEhO7u%!=/iE ej/EiC1JaHqnh:70pDTH.F!98hb^HTL=U=g/@go'oZaIA/.EfI=Cht&!&U6E]pW3K Ef5mW%^E&b,_9hqV&4d,#9_nQB7a=IJ>.^s/!2fK%Xg*'#]:.\;ge&l#q;EhS8T WX,f:HU2rJOoLi:2WUT''6NHdZWYHNE#/P-J/kDG_2JI8p+RD. 'G<>lI3TEpo&cX UXX>j1%^n1C&$,[TI'Ru]8>4iL@@9`\/:/:*.OT;BXadY/'c_53o#FqfQX(DUp-\73R =oBVo_I/l'1K2ehd94*u. To prevent or minimize concrete yield . !/5B#:rKC>J-KIY>'3A& O)n?7SkO66S+Y;.f,JL$](<9g9ZS@6-/T'VE%;PiAjmX44 [cMiA(2"i"I7$1[&oBI@@dk!NBt*7? Differences in batched weights of ingredients and air content in concrete, within the permitted tolerances, can result in discrepancies in yield. ?#;@Gt5/NCQH<>/Z.4D/VTl:@`K9XMtd!&2;rp`Y`(OBJ'cj %.ARo@g`ic:sQ>e0a8d)Y7@r(lCRNT>Qr(D9)+s8d"AIadEIbYX6_IAKI//sncmJ% /6'7d0":&YCdU&gc9s@cCg`6,(*e)HjmF^8oHGIn,6B\r.Z!t8140XN3mq-rNdMut \7JQMQp\kUKp="U>jKA#I@t:&0"*2AE`GU`dqK=..:clLEdHaC-ZEfTU,^!5_G6!Z 6k6LGnnos(nfoDH3+\cL,$"oBWWkgN&qUH9U+Rs-:*;f8UBpSsV"4h!

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concrete yield tolerance