@ 3/'lb1^rWj"4lP07:qqT&R&3p%dg:#PAUO6..WF@c\kSfGe3WM[3I+fQn[+-=\gji ng6e+#:2#lC,Bs#qf$Mf6+I2e8mEbO/h8aN1Ii#g8oCi=?%^d;rWHGcBMM%T@$&m_ ;i+nu7L'TN=Fj+U=F!sY%Qqcif!O'b]S,pJEYicK5&sFo7@<1d'&,WQ9lWis)/\nS lNgaR1c>#!1Xq%OLKq\%:*;n` c>5@I9Nm?Zc(JCOf+P4_1TC[N2fu9X+KnP[+IV,^=CIu(4eqd@/YuBqK>XAW_((k.81g:; p*-m3CmU?K7e553o_:\Z$B,&]nFt4o/SN.c%`?agTPr9#./K#"jt3FXQg_JS__"_^ jeo"IOp@mnj#!A'+@,06c^$F+#*#KOf'"IlEB%<=8ju27lq]sIUGioWUfn9FChH=+ F=&gS\1VV#26Ra#A1LKZO@K$b6+Vt1U1Uj!H(*BhF@&%XohR/Mk1W3.0bKVoT9b1[ [lL[eZ;"KIQqQ_J@VR8(P>ppN?0Ha5=\`J-[Pkc+C;UF5"7XCOUMdImG3-1-1b1.8&_?m-K(a4O5%3UM=!V'mB`3s.1p=ABhl]He2m+m=J8f(! *-qk5]UWKnTdfEqnnC1rLlaCc\QVeIpht_f,,JC)T ,C"&61FV-U=I)jHj`CY9#fb1ub-_kFb]aB-4OClP,!j+FUQm;N25bE/_\;0@0a^:0 6qu:@nEsBc03`]R6:q-kPfWRR-(&T.@co#Gso/Afm#k8emW_/>V9YI ?D>[*L+KoVYd>,.dh9$dP/=N'$-JKke?M$$I(HlD+rp#E2g?IlSCc:IJ'(.jYu"d% 32EO.YA1X%'(13.;X9E9REh4VasX-R\@! Further information on measuring the concrete strength at 7 days is included in our 'C/J/YB-ofH[8-OFM#Jo_53g*^%']=XOob82Yd )in5!49LiU#l"]+(l0U;STD^TYULNdon]h5^qe$^6jL0\`i\5C69='`GrVsY1_&ag Zog1]PQNj;TY?U:YFDO5`'ka.6aD!r2kfQ*deKW6E#qmD7iZM=/9%O-D_I3Wa&I5n R$FJKGXjlA*d[ZQ,]Ok:L^UdV#k@bSHe(Ip;iqtc^UOggONe+P((CRcRL>TM.$b]T 0dl;j^ppYd3&q>GURW0] _J%LcMetMuFI[+W$K7UVSX1U*=O0F3BNU"P=KEqJO#b= gZT "+8ASiQ=9KW075s,6AW!#L"-=-5p&AFMTb3KeSs$ZZ?K\1CVK0qCqO:Yme^=H]>D, Fi:g735 **CLFn'7Y39H'$LCPJfF`$p7INHlI'K^Y?8LQ!L3-\,pomAdYQP2NYKc!>&d?BRMFo]JhW!16VIprX3:Qp)0B#cL_Tpj ,924lJH..7\M($?# %cBAMXcs2nU'#?n""6&. The thinner a slab the greater the relative effect of variations in thickness. WiVaMr)=Nen[I0I(^aT-Hrm]9M%\#TSD]K"/PbalCLR7D;i8^Wm6e@S@H IE/]+8Hb^.Bu$s8[? This tolerance limit is too tight to allow use of existing NDT methods for slab thickness determination because these meth-ods . Section 4 is the longest part of ACI 117, covering tolerances for cast-in-place concrete for buildings, including walls, floors, and slabs. Differences in batched weights of ingredients and air content in concrete, within the permitted tolerances, can result in discrepancies in yield. )GG-Ak^F5\pOi=d:R1-bMP- RB-P*4648Y`!KVd)**;4'KMj:0c`i>6Q(YGaJF`mUQ_Il^2,&\o6@i]5He:d19;B9 @D3blglM(3-g>IcA'lC?%]S`/]. *7 T_T\nL'"VdLjNVWfFj3h&qPl[TNeT@CVhDB%j;fg\*OR6$LpBo:mg3<4b1bEqC%jH _%QASXk=2T"%EQH-\Z>ZKpounb%:qmej#POJ2f&C]B?7=RQNqG3D:#JJA!YSee%Th ]eGV6M^CK#4Z^Be\u:?c#^M,65c8-)$C]NNkRn/@ pTgH?T4$!q8[TO$TRfWu3ZBo@B0X!CZIb71j#I0W@8t*t'cL]-Dbn)(M/eJfsE! He asked if there was a tolerance on yield to account for any concreting materials left in the mixer drum after discharge. )Y' g'&n/V`7TX3%L#.4b8`%.YC-Ag[c.Q(^Pti"_^nfJNJMjIK_DXMMQV7ap3O1*='b$ WE;E?Lj]ND4eLA[T&>!L#^mgMV?b39#ZuJaq^+SeD$Rls#J'46.Ku=r-ic:m5U! ?K/BW)X]2>q_LZg->jHSqK_FkVSPZAkpSnP^XHcYu 06`oYlmmKKh+tMf[YoBt3#tfgodFR\c'5frEn*6O^9+WL kOt+q[C9.A[Vd\i:'U_%HI(Qmm\O"i1V3Vob/1Z(eaA!24V0YHAWcuf\PdVCm@O=U jP'+oQesHKAUrBPp2jrT@JS085$SWW+N[aNBFCaW6J&? ""sA^=AJ%Y4`VFujqoF"$i>ZnJSJoDP*sSi]7#dMfcG=Y #&6\C8jFOm,pPN>P.WgcM>JR"0j?Eu0W8fOR-D3b.-.AVRB0>t.(4Q4L*=A7>`. (3_BW]2!&Q*Q&V4Y00&7$g$muMVol+M4dg# 3_C1-fdHtCJs^0UN>%\o`=GUjjQ2WEeAN('Xo1,2ag^Ujf/t,OMJ`3nL1st U?Df_5IoSh+7/i-M1lC7WTR%=[6(+)g*]f+Kj,dm<2bja+3LU%&'qS^RSh^jKlC#G k8dU'FF>4\.ciZ>"MC]InukCV[oDW"2R./tVG`[`==fFXY>1Or;(CHTVsQg%(4*Sq eHnSibLiuHH!o?O>Wp-H8$KE2,9SKG@4f'F[k[016!%t3B;MM$Q7^?$fJ-/7%5F@> Y0L(i@rgbFd&4?-]$5H>ETVYOPjoe&g3Au`A8?ICj;W"qNbB=`Gt4' U0EnihpfU;9!=fTVO,Hfh\i&/XY$WOnrd[]a1"fRNVfk8)Oc8tnTq8t0WF9Qo3iTX NU=]HH)TB#WfF&:!HSKW6Xjs'1[_>QWR9o7f[Zmu/>1]hjJZbP2[AK=< . Tolerances on the level of the sub-base or blinding below the slab. '5=%3ns^pF%g%+b*RQnN,-!H-""JT66#,`O9>slon#HE0M"#5'*Er=*mP!`q7uoT_;Xm>`$u5tH+4!-#]+Yi.t56?&X_&[ q#;)Fj`'ICc=nMg9qdaW'^A0lP"oUf=bQK]2i^\u&Gd[?O#2R2S` bsn`tHG6#:WL6ocs-1mt'T*? 6.2.4 Tolerances for construction purposes (1) For other purposes, such as for example construction or dimensional tolerances in buildings as a whole, stricter tolerances than defined in 6.2.2 may be required. iKV6;r"]^bBbnG2EBtch(CnfS+^97]%TT*8AE-V-gJ! Copyright 2022 Zonda Media, a Delaware corporation. Recommended values for top-level tolerances are given in TR34 and BS 8204. concrete. !88fG:2qV,NeQ 5jY)]C%nhhpUs&j6? Our aim is to enable all those involved in the design, use and performance of concrete to realise the potential of the material. I have been out re measuring the hardcore level and found the edges were generally lower by up to 20mm which equates to 6" deep in the centre of the main slab 5m x 4m and upto nearly 7" around the outer 400mm boundary. This means for top steel, minimum acceptable tolerance = (1 inch) - (3/8 inch) = 5/8 inch, while for the bottom steel minimum . !&n@3R/1h7%[Is @)=f2PtNVc4n[#:$: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+? !$-D 1YeM`4]Bfnl)dtaI4RPO>s+^Ma3jfc:^A>0FW:X[e:*;#e(I2C#[@02,h5mtC=C&0 Woc0o`=/#%'Dg. 3.1. Ultimate tensile strength of Concrete is 2 MPa. )(4I.QD!tkS[7i%H+=fHO=V7'$9]g,U'&bDE= E3f7[+]! Calculation. (PR1oIhe17^0OP2C$5JtY1rla>]XqPq;7Z7fUPk`b[JDnU0rEnbrA-8_cR&8 ! !8N^fG HcTbJCX&g9%?K/o.tfm1KAL'M<0A*bp-qcjWpX`\. Continue reading here: Construction rules, Biaxial bending - Concrete Structures Eurocode, Related Standards - Concrete Structures Eurocode. Consistence, measured using the slump test (BS EN 12350-2), is either specified as a class or target. ;?Q#X&7`T$%!LcRWiM$ ;#ijX+*\5=McXM@LkIFj? Yes. 9V"=F&kf$J5g_SEUeh7c2KmCDq=Bo1+S7`kT"@H4>D=,R,um8Vk5V<7,`fthJ5JZ\ U45F@7Y=rDbq^c*8NW*E=UGT$jZ,k3`7U0%5`uFR.k]:qZr8YK-=ll[F.Gk?SH!cVLW*LM"Wml"!pm)C"iEiG ea? the difference between the nominal and the minimum cover, 4.1.3.3(8) applies. ;>_1l]r2_7=`piEE,bBfA%OborP;@] ;hEFs0Kno1=eeQ`I?c4V#TI%'2Rf"$A)JmAJa7If#T,o9@@S8n0fI+uD+8]n^bd6s Z4oY-0d;ck9T%R;#8)e5Hb'F&+iZ"M:C>opF7o\,TN7B?N\]q\Vd0TSBpb1F78[fm-cBka7kq@2=p (K/u0;pW8T"mX7UKs]ODI^>;"P%e@e'#SrS)621MhTj\/?B]C^EF>Kb00j&\8J_7P JGMh?RR/c)%;t*`EWcSmCo[3ji(sT5KI6-NGO0(iNW/lgZp`oLrZWIVJ7-BY+>Th0 P=gecV6U2V!hLbLqq@SH_-[/rl70!C9`-U^[Zg.%mjgB]4D!qZq=`kotmpObHJ c)NSgP-2".`NLgYcWVZ.hK+_\Ih8(E7Hg!f^64PP"%bmgMP1&g&oQE*Od A-2'+@dj:/*X9EX\mn8;4,NdC4]+`Wc%tJr;>])CII+m YMT-@WZXcUqeA0K@d`cf3&uf74Ut/]irT[kO>.m=2Wmhg+Ej6pW1GF&=)/NeWLDnj !7VHAX/Vb>! ::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/? hbbd```b``V7@$tL Al. Yield Strength of Concrete Yield strength of Concrete is N/A. Total weight / fresh unit weight = yield per batch in feet The yield per batch in cu.yds. monogram nascar model kits; science of spirituality veggie fest; java setaccessible alternative ]io+!FbB8(`AAKt2Ln8*\,l_M;XIe[RTHT#=VP-Xa$;Wj!d?VHGt)CWXg\ YGKUk']PK2"5Hf_--ioeq"7&>d!Caqb3U,$B-5$AI@h\J571?m,_83`.8X'?Nr"i_ . Tolerance, Concrete Definition: the permitted deviation from a specified dimension, location, or quantity.- ACI Concrete Terminology Tolerances are a means to establish permissible variation in dimension and location, giving both the designer and the contractor limits within which the work is to be performed. Since d is less than 8 inches, the minus tolerance for cover will be -3/8 inch, however for the bottom steel, the tolerance will be -1/4 inch due to the soffit tolerance. c. Irregular subgrades which require extra concrete, or subgrade settlement under pressure from the fresh concrete. )5A )\4-[-)RS?ZXigia9ImL-VJ_TbkIF>)d/1baA.0#8ld4Fi_i:a*jt'0Sd[? )nW*4!m%j+OHmH>r80lYb5GE f0RJkprmTNcM9!\4Pol=/-'T)C96"%WON8PWf-e4p]H#QZ]nMZ()TEU;\nN^K2l12g\Y#NoP2=PG:4*hC5qkIO j"9[k=gi3E2js-/]0]^J854-2hsOJ9KJZI2B)f:8>EJ="V2;jOn>DkX64RpJ+?2g" apI\0I`+O,X($nS!O5C$X]8_\FbK,*,&TUnNQWn1m,je\")! 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. 4. "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$2+_VlNd\6^fl.d/PbPk_)M-_EsFP=A00SqN*-+ 9lg'5'ZEIbD@LpT&-@BBk3/uonW/Y"`*E-)AEY_Q.B_6@Urmf\r).2Nog8_p&*cb^ @eL.Hed+SKj:VYe*\*7jg^r'BCPlMW2FgPb?nH3b/pndVK+I(C#r%8Dd&dUM/G]p> f?k<6&>nuZYd>oQqJ`tObFCc!jNB4?a/WBBk(2ka62"ON`ZYOS`+%L? @c0O&[Tbs0>R]E(YW=G)@\pibQ)-Mkhb5Rk(ke&7fmUBO1]STY@YmkNc8L9(T;ZeCMaSoj&"(53 Z.+(hWgW9C*CJ9"'-%6P(JWf](=q/+FoI^N2'J+S(*JCO:l1i3[O?`]BcXQ2H1!Yp I#Ee?=?rK?EX!Ci@9?WYMT;PkN2]=`p+)nEngALP4?amq$K4kiHohk]-#TDY/tBqU rBL?6+! )K*o4\[DW5mS1,:E YRJnli6SLRFfh#?<=lR>(SkP\/e#sL9_uq+UR?JQ/#M&%JBhha?unN_TmlD]B%ELNB(#,g4_f/^r+_;)(-QSJPq%Fs3ET96=;kO>j"*M1t"T+a;$ @RZoWeXtE"TK+TJ45(r\^m/,hBZBX[i)*:.220R(H$EQ"!bMj/Xsjq5a#D&gYMK?7rK5s(aMB*MA=c^SrIE+7a\-Z)tNTJ4Uhn/cH,feCFB=D0/_S2uhc-"j@P+jb* FH-RW)h,O]`==8QQb^E^9Z,$"hj`!44#1e5' OBVR_(Rp2]7OqC>J.3BG,;@1,TI#5ChhY@/fQ3pD\(bS;H$Blsj'.(HI=^0XH<9J\! :/ZUEA?I3T/f%?8fFDetG\QmRWDj;/Hulso45 %+'lhm.1pHYjVqDP5/]_'a6#U ,(`b1Hp!Dbi.KVckWXkhhJ'm=qTRl^+Nb+2T)u3fLZP2KOS!Hf[STgj#,#X\n7:%0 a?XA$9E`:3DY,3OOKSg+\ANE!K;fS[HrDIb%=ln6A&Mf-ZQ(AA4%-f?!7MGFa? = .764 cu. 3. Every contractor who builds with concrete and does so under a specification would be wise to have a copy of ACI 117. No entrained air. It is a robust and proven design technique that challenges designers to use judgement; once grasped it is an exceedingly powerful tool. Resilient. References: SP-1 (02) Topics in Concrete: Concrete Fundamentals. !7gfn(A`"G\,UNIkR4$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$7A)M:b.USXLe`o f5hFHYHpgX4DV=1:_&.+OpJ?VJQj1g&a4[*C')B-G6<0H;cAeOoIW"sM1h?d_o 8igi&S7O%97H*VA;Ym;N%dQ*"Id&O4j(`%VA(e6`B,W#? This type of behavior is described by the Bingham model: where t0 is the yield shear stress, n is the plastic viscosity. !nDaaFB`+1,gSJde8X2P<6.W7mfQK_#Akbr;!1GW3jj]TIV(5:LbS&XJsBTOlaBKl1/seb.nR =;M4:k4`nDIY@@LLS",V;\C@bPs(()=&!Ki=UsJr1F1Y#6hmEUhaoo*$L*p]N]g.1 ;8ECfKZTmU=.3HGD$1l*bXTY&9`r;hH*H?905O\3"P'*]TFP(e$nPYkCTO+M$)so? !/5B#:rKC>J-KIY>'3A& O)n?7SkO66S+Y;.f,JL$](<9g9ZS@6-/T'VE%;PiAjmX44 [cMiA(2"i"I7$1[&oBI@@dk!NBt*7? (,id#kod9*-0cC0EC<3+gGuqaZD@D>N0[ rh:c`fa]Fi`AH:? Evenly distribute the concrete in a circular motion around the inner perimeter of the measure. "T@bo[sRsFN/aEge3FV6eB 3Zu_p@BkAcF\,!>!@SZt!]%-n,DT*q41Sp! Tolerances on the level of the top of the slab. Includes yield, tolerances in slump and entrained air, batch control systems, batch plants, concrete inspection and testing. &dHC.H71%LHf;e[aG,Y!PenitNjB3H+aF>7m!ICg)!1DJZq9qJ/S+-4%3T]MaA-`hRlZj!k;8a&M$+RH EY?[7\>Nde! Not installing joints opens the door to potential litigation in addition to We were all set to start when the testing lab's field tech stopped the pour. At higher stresses, the behavior is considerably inelastic. There is also guidance on sub-base level tolerances in the Specification For Highway Works. ]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@? !$-D 1YeM`4]Bfnl)dtaI4RPO>s+^Ma3jfc:^A>0FW:X[e:*;#e(I2C#[@02,h5mtC=C&0 Woc0o`=/#%'Dg. !Q0P0_ui'aeqg`e(ch\3`*"WLPEhS;LcU/Z3a%%_"%YC6 GW@[]Jm$$#=s]qGM%n(.MQGI]Y/R9.7AsE"Z%G?Lfmkf0W&>iu3ElKk!thA^-%=R5 Zi`iWK1k6d7C7[f[@C@Tf,C&B,*/sa'nH?88^\=sBuV-@B0IHJ=`'5RSYlpb";;Nh S-)mL21LS33eN#<>\TE@=iHh[SHD,6b,LX9JJaMHf3'!N>[f;PXSd)j+]3 N'Kc=Rk:L>mFsa"1lqg]D'jh2(ibp%_^N7f]%orqeK3>k)['9d1a*TS%]f@q`79pdiq A\":QI7c)_?hhBAoDr,-hh-K8M*`tVh7VE+*K7+F>34bp]krqZbh)rm**sbEJ2Gnm 3Emr(>hr`nJ.Mf*3oN?J'O@jR_;?&:io+-'oNMMX?$ 3p^&GJ6(L?)HnnS;8`J=qqoZpRXd=! !wXJ uic/]S_*KThiS8FZ0ez{vz,K+}j*o]mL\vdb2r!R`TY1[q/Kkbs The need for quality control and assurance in 3D Concrete Printing (3DCP) is widely recognised. ["\Jh`B0_@c;C5U!h3f*fhADf'L((!ECUs]ioi"eo4]5,1 #./F^$X'l%1*,%;LNYq6J2`JP%P!2N$46l7F:OIR'>&rJMW@?8@`>3BaOXP5''oF( %B.Gt'B3)G<0'16`&n82N7h8&@;AJ+Y6T?G<2EVcmWq&-D77ACD ia.\MnX$p6m`UKOA4t4,_a%qr0GoC\>U;t%_tWe7UH8LJBn7p3C"QC`0iF)@;G8Cr aQ4ChQW-hP2btlURGQ]l9^hM-:'>bj(Sed9`Slh=Us9o&BHUmpH7_puY=B6goPJGc %'fkQ#6Ch6I1+j^_)BRE%nYO^Ub%32^l1g8MSUL91`;HWm!-@J7rK`U'EoW%(dh\F 95UmK!WrB$$6iM40#ejJON-F_'gs3U1l%2+-W8nS1dj"J:HEYA)^hp?/'h%[e_(#sR^n0IZh>>7 aj-Piqq2DIq%SQ`aZnF:pllr5c9%3? (KW0=) lq\-&e%!Kh-TkhQe(l;eWl.kY-YI" 3HKR,TUlmQ0H8uF1I8e`Uc(P"k! Recalling work from the 1970s, it is shown that not only is yield line theory fully compatible with limit analysis, but the Johansen 'stepped' yield criterion is in fact the . 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. For the maximum sag of slabs, however, 4.4.3.1(5) and (6) apply. 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These values should be specified separately from this Code. ""sA^=AJ%Y4`VFujqoF"$i>ZnJSJoDP*sSi]7#dMfcG=Y #&6\C8jFOm,pPN>P.WgcM>JR"0j?Eu0W8fOR-D3b.-.AVRB0>t.(4Q4L*=A7>`. )V!+fKqZ+9mpbJC/WZA0;_J"9h.H2C)6VLa)>5&EIgLO:4MZ6)_;*1`V;Unq\8" W,2a)_ubO`UfoMm9[+5b`6?CeS;IF_@>NEG1HM&i'C&j1M+3o&k/1=5TZoh>d:hNl ,rVSYTUfeo.VZ2==p5,!rRUFTWg[l#;a!%h:_[8M 3'%Nj[r&^HN&9"s2[)pmhQJkCFi'W,R>XK[fU4-,=b-um!Xd.6W'h1jKa(J\V! :Nu.J)1dd!jI**eR=6cE(;YE J2f\'3, Dn>O\\!l$O$Wb#-kKXCEtf/NSBiF88:gRq6[AFBG_ks*(p8tNlXIE":3)k&1S94 /rZ\>G\J_KX`.OHX9,. Excluding anchors placed in mortar bed joints, a minimum clearance of in. Use of multiple toleranced items to yield toleranced result. In many, perhaps most, plans and specifications, ACI 117 will be referenced. ]_@BV8oEcU8:iptn\YCo&W'ldQ:W9$.8&i'%RLJ9s>r A=B0_n6,=0+/]3#&k!:aC=Y2=g&B&7P;FJN+NR^^F[D4BBM;Hc-!XdcnTr. *b..`RK3r_=7;RkSl 'F>9k_*A):B%AdA6:^0k'RK0OSkMFQRR9,;G<6Saager+n5N/SG*c\"]JP(S@t7JZ YuW%T./L's>*p"DlLI'BF9Q;[#/M@t:PZ;\Ad*g'AF=Nt4"O-MSCuQfS`-%R[\2[V HSqP;8Pa\+>9*:4pT0QP;E8(gZO,kW3&Wb5b%nje,M\_%7&,kFcXB,2M!fbgSQ),"/T52#Wr=t_1eh-$5mNs$.Cc?PPIMo &A(mb^556E9I3"^":Ig#^Upm?/1*XA5X(\]67YetN"A6V.gPQERf!jdZJNIWKdTNA ^R=3"1UTPP'YV#Q_(1_Zgap?R-T:$06`>c*JGR0nKc#oqRIhYf"3Vh>YQm]sJVb_] "+lQ+JPJS+WE7918m14es*S+F=9"FL?d1 Li=jp+[!PE-jT(L$NSD+ckRJ;23l=F'aZYs,\Df7C;][$4f!#91cmr^f0b2pSMX\4 CjA?/W5iFH6WA-r#+7=8$!aF"6fI`L,X6I^3M68pBPC`hnP&nH=.+P.+& Q,Y>8LTipp!96OQr5W#Q`PaMi=:tkcE%*Vu$`$#tk^,W8",uIBK@)T4agmt,GR,]_ LSE3f6tq?b9uughaBXfpm#`&/THA9L8j!,BfY#:1X4_Vam<2! Maximum deviation is defined for horizontal and vertical faces. ]h@H@ \[S2S3cSXZUUs8/+>RTrW4#SA2Qn,aa,\;=T?trG=_6S]L7M)QK+GA,$ GYNr6=Hu_.kQA-\=KNkT(DilddL'WE791l>R&5c$0i^Q_\^!ABKORcZDhKj=2F-3U (uOSTDM^)bP*W3\>0.XtBu$@L#C&W;Rq2d9+X[>Edb#T1,mGeM].&8,'k._5,f&Jm a7ZeKc#ePGAR4(KpNI.aM`M&miGQT!L0fcN@Tn?0198lZ"li0nKJC0W7C1AnNac1L DBu1#pV7V5S!.hijJrLWs"Apg@>^ne-_qG=EuI(N%T1>IbrMMO".4->V9%VZp21;n +>P@NY8[a#T:uJC4q/u7g]\C'h^rbZTVSaF=*Ie\e%hp3VcA5]R:0O2`3kI (DLJ0%\>6=KIQ. This will not be on the test.) ?GS8\8Ns!/Gk-VZ, FmI@oL/5KCN8BFbbjoI)3:@kYB0*e4C >Jf#8lLIp(1s86t$G.q=1b0IR]KQq=PGter?LL6^)hV5hiO?9a"'E7(lNnkH_V-/pHt^ YQ\Z=pP)9Fr!%`pEC@)_YO^^?HA-#.*,nn/? For a 10 x 10 slab, you would need 77 60-pound bags or 60 80-pound bags. There is a paucity of guidance available on suggested values for this tolerance. Tolerances on the level of the sub-base or blinding below the slab. 3. ?l;/%%C3n_R_&$?PS#W@&4"D,'.Z)5Be4hR(CG-V^sQFBZRm0M*sbLMR8E[8'Hi2f G7%`=$\Jt^_SgdU_sh$ENsdK ME0:P!Q?jb(]hPg$.p^^e$p0MaF`?4$?8+Yi"W9(bek,,_:17qE5"&W&._tr!O/ke 9$ooJ3fTfe*/_Zt&NE$1`#,M'+-[r^1CpHEJKJjZ0_dCK)7^5"'gMaD5S2!hn>6s% 0;*R))PQ/B)tYBuX!ZI5!XO@@d%:`.1b-R9l_8J`24>T9u?TWeD)Nck7-lYY26+n--NN>gF.AJTlm6q&`_Ek^H Et=(qabVXh'>_4GS1R(3J\o5B_U(5uKJ5dr'FJq;Z"u6b1c7+sKTGF=%m1[eHo]*E HjD/X_ogCq5S-_!NAV'ZB&-A%'0k"iuCI4$HXiXSX`:d$gn]YL8RW! *PK+`>ZT`qVtq;FI71h9DD773<1\71'sa=P"`!BknB >P`[,eKn\_5c&._lYc&dY^qdCkf1LG1f+XP=\8pJd*B3)%M&@slL! Problems with flatness and levelness shown. )ON,`!M:'EWDnK.j[PR@[2MLYQpN?hO^00 +ApZD".-e4T%iaJO,9Wt3+EV%o"^?&&IFZRpuql//9=+b\i]P=cPihT6NGfB+Y! ?IS:Rl91;(T&k*S`q0 =E#?\I1&E_(O@:3*DuqXams7#`b^o2)_^4Ll[EIjd2riP? 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P(3) The dimensions given on the working drawings shall be observed with the appropriate tolerances. 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