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JPV7n��EST1M��� p�-�-TSBURGH TESTlNG LABORATORY �������. -��.:-�:_.�._,_ <br /> '�<, B� <br /> �°_� 3 ��� <br /> „o��,��o „a, <br /> a 'K 826 N.W q9 h STREET SEATTLE WASHINGTON 98107 <br /> "',S�r, 1 o��h ns � uvrw� i � <br /> C . � (� /.R� SI�I1M1111:1r'n . .�, �l5. ♦LL R[P011T5 <br /> �}'O nP�1` ran roo�c.0 o r. -v , ' �orrvonizetiov o <br /> �as�noc�� � 4 a��o�.� . �� �„ �„� �. w oa aE�.Ro��� Ordcr No. �� 4�+C0 <br /> _ ., . __��<. �,,,� ,,.�.�„��`.�����.�. <br /> Report No. 12 <br /> CONCRETE TEST REPORT Client's No. <br /> nar� M��id�d__8Jz51_65 _ __�/6/66 <br /> P.oi�of__—__Don Ftarche_P�rki R�P����d___ _ <br /> A� — — Everett, �:in, � �acilitieo_______ _ <br /> Co�f.acro�_ _ _ _Haugh Conretruotiou Co. - — -- <br /> RePo.��d ro__ Norman Jacobaon _ - ------_ _ <br /> -- <br /> Concrcle Supplier_ �:�SOC�$t@d S&IId F; Qpype]_ --- ---- <br /> Qocotion ofPou� nted._40,y_., Cu. Yds. $pecimens made by_ G. .SapdbBTg . _ No. Submitted_ <br /> p (per in{ormation from job•site)_ .11�4].], ]jn@ ��({�t f'y,Qip LO 6 $tgj,r nA�� �;fllla_g�3 <br /> _ ��v�to��aft xt11s to lcvcl 220.36. A1so_�� 5 , <br /> Streng R r°eqmrcment_ r 1�Is �rC�� bBtH¢en 7.ing_j0_&_�_to�Op oi <br /> --J��Q---- _ __... . psi m 28 days Mix Desiyn No.: _ � <br /> MATERIAL PROPORTIONS USED (Quan�ities per cubic yard of concrete) <br /> Cement __ Ibs. _ <br /> Fine A re�ate $SD - 6 - bags Typc j_ Brand__ . <br /> 99 9 � ) . - _ ___ Ibs. $ourcc_. --- - <br /> Course Aggregate ($SD - -- -� -- - -- - - - ----- - � -,— TYP��--- <br /> ) _ Ibs. Sizc__$ource <br /> Coarse Aggregate ($SD) —___ Ibs. Sizc_ _ -_ .-- —.___ _ Type'_ _ _.___ <br /> Watcr Totol .__. �—__$ourcc __.--------- TYP�� _. <br /> Admixture: Amounf. — Gals. _____ �als./bog; Acfuol $lump____ j}�__ In. <br /> �-02�5$_.__ K ind <br /> -- --D8r0X.-- - - <br /> Admixture: Amount__ - - <br /> .. ��8$- - --- -- � -- Kind-- Entr. Air ---- o <br /> Temperatures: Air__._6Q____"F Concictc __ _ 'F Wcather <br /> Mixing: Cenirol Mix Cj Truck Mix - ---�'OrCiist _.__- - -- <br /> Above dafa obfained from: PTL !nspection L� �ob Mix � � <br /> [�'X Project Engincer � �oniro[for � <br /> Concrete $upplicr � Other � (Cesignate) ___ <br /> Cyls. delivered to laboratory by: P7L [�( Contractor -- <br /> _ --___ __ _ _ ❑ Engineer � fommon Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH <br /> r -- Area :0.27 Sq. Ins. <br /> I SPECIMEN •GE LABORATORv IIATE i p/i�_ - <br /> Mr1FKING —OAYS NUMpFR ' �� TOTA� I IINIT �—� <br /> RFCFIVF[: TP.ST11p � LppO-POUNOS I �OAO P 5,1. � RE'POOqi � <br /> ' � �---__—_" _ ' <br /> � Io A I 7 6449 $ -- - _— � <br /> ! - --- • ---- <br /> /31 9/1 � 65n5oo i 2320 1z ~ <br /> lo B i 28 ' 6450 I 8/31 9/22 i <br /> � I I <br /> i l0 C I ' i <br /> 28 6451 8/31 I 9/22 I <br /> �-- � � I �I I <br /> — � <br /> _ Day tesfs previous�y reported <br /> R�morks: ___Report_sheet rQr_Bon lfarche dated_8 23_66 for 2 "c" liae panels. 1Ieis- beeII— <br /> -_ _changed_L'o-1_ABC_hut_cylindera have not. Therefore t;here vill be 2 setrt oS <br /> - - -L�lindo;� t++gged aa-10-ABC, The-eet- thnt-has no &E ;� and is datod 8/23/65 and— <br /> ig-marked pre..or3st_panel� -shauld be markad 1 ABC not 10 AI3C, <br /> ....: �-ldorc�an JacoUcon� Jro - <br /> ^ 1 -Supt. of Bldge. Respectfully sub itted, <br /> ?-Ila.u,h Conatrticticn P� BURGH TESTING L BORATORY <br /> �-i�iL � <br /> r1� A.A.�_,p t.._--- <br /> DislnEt�danagcr <br /> \� <br />