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��''� �` PI'i TStsURGH TESTING LABURATORY
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<br /> Reporr No. 110 Ii
<br /> COhCRETE TEST REPORT
<br /> Client': No. D-A04419-0900
<br /> DateMoulded_ - . 12-15-7£� Repo�teJ �2-z6-�8:�1-1G-79 _ _
<br /> P,oi«r___ ___Boeing Everett Facility Buildings 40-32/33
<br /> • ---- ---
<br /> _ _.
<br /> A�__________.Evei-ett, Washington WO 8-E6 2 82-61 00-88601 4
<br /> _ ---------- -------
<br /> Co�r�o�ro�____ ___. .The Austin Company _ �
<br /> Repor�edto See Below - - - - - ---------- - ---
<br /> _ _ -- --- -- --
<br /> Coo�r�roS�PPI�o�__Associated Sand 8 �ravel
<br /> --- -- --- ----------
<br /> Ouanfity Reprosented 36__ Cu. Yds. .i ecimens made b �._ Stetter -�� "3
<br /> P Y-- - --. . ---- ---- No. $ubmitled.__. -
<br /> Lotution of pour Footing_ "�-�2" _
<br /> - - - - -_
<br /> _ __ _ _ - --- --- --
<br /> - - ----
<br /> $frenafh requiremmt 30�� . _ . . . psi af a8 dcys �
<br /> - ___._. _ .._._.__
<br /> _—"__-' __--__ . . _ ' _ . - ..... ___ ._-: :_—" __—'_'__—_—_' _ __
<br /> MATERIAL PROPORTIONS USED (puantities per cu6ic yard oF concrete) MIX No.:_Cl BSS_ A
<br /> Cement - ---5]J--._Ibs.___5�i _.. _ . ..bags TyPe------- Brand---------- ,— --
<br /> FineAggregate ($$D)... .. �39� _ Ibs. $ource-----. _.- ----------- T --- --
<br /> Y�'-- -
<br /> CoarseAgg•egate (SSD) .._ _�95�_ __ 16s. Size_ $ource_ ____.___._ .Type: _._
<br /> Coarse Aggregate (SSD) - _._.. ___ Ibs. Size _.___ _ _Sourcr _ _____ ...______ _.. _Typr._ _ __
<br /> Woter Toral-_--- —?75_1b5. _ X�J{�K--.-_------ - Gols./bag
<br /> Admixture: Amount __._.._..--..----.. __ Kind _..- _-___ _.----
<br /> ---------_ _.
<br /> Admiature: Amounl----------------._ Kind ----_.------ --------------
<br /> Above information obtained from: PTL batching inspection �] Projecf Engineer [g] Coniraclor �
<br /> Concretc $upplier � Other ❑ (Designa�e)_... ___ _ ... _ _____ _
<br /> --- -- - .--- - ----- ---- -
<br /> — - ---- -------� ---- - -- -. __ _ . . .-- _ ._
<br /> - - - . - . -_..—_.—:- .
<br /> Enfr. Air_ ._ a ActualSlump__ �__. In. TickefNo.: Z��O34 �TIC.����
<br /> Temperalu�es: Air__ Q�___'F Concrete ___ 56___'F Weather____ .��eal' _
<br /> - ---- _ __
<br /> Mizing: Central Mix � Truck Mix ❑ Job Mix �
<br /> Above Site InFormation obtained (rom: PTL Inspectian �] Project Engincer [� Controctor [�
<br /> Concrete $upplier � Other ❑ (Designare)_ . _ _______ _
<br /> Cyis. dtlivered fo lab��ratory by. PTL � Contractor ❑ Engineer � Common Cai.�cr �
<br /> Cylinder Size 6 x 1't Inches COMPRESSIVE STRENGTH Area 28.27 5��. Ins.
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<br /> ----
<br /> _ _ --_
<br /> SVEC�MEN �GE L�BOR�TORY O�TF. � � ��TE TOtAL UNiT REPO4T �
<br /> � M�qrtiNf• D�Vf NUMBfA RECEIVED TESTED L010•POUNC! lOOD � P.S.i. I v0.
<br /> I—__ _ . . __ —_ _— ._ _- . ___ _ .. . . _ . . . . . __._—_—_ _ _ �
<br /> I �
<br /> I' 104 A 7'�I 10492 12-18 12-27 95,500 3380 :: 110 A
<br /> 104 B 28 10493 1-12 136,000 4810 110 U I',
<br /> � 104 C 28 10494 1-12 130,000 4E�00 110 I3
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<br /> --- -- -- — _ __ __ _ _ ---- -------
<br /> � ' �_ tesfs previously reporled
<br /> Remo�ks:_c�_ 3 �oei.ng_�ng�,_&_Const. •_Larry_Clements _
<br /> -- �Ih� A�stin Co.LAttn: son _ __
<br /> -- - L S1dA�eP..t,_�i ty�f _ QretCl 7p-_----
<br /> __.___ _1_Assoel_Sand__&_Grayel ��7 -
<br /> --------2_SeattlQ_PTL __ ^ , 1 � ----------- ----
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<br /> ) Respectlully submiucd,
<br /> PITT�BURGH TESTIN,� �A6GRATURY
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<br /> Disrrict a�
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