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i (. <br /> JpV�`�-:\�9� PITTSBURGH TESTING LABORATORY �GAM ��a=.�.,E <br /> �0 �' �P�� enuu�weu im <br /> �: � � a B16 N.W. 09�h STRCET., SEATTLE, WASMINGTON 98107 <br /> a)N �a � �uru.i �•on�. , 'venvs r�� v��e��c ,po a„�s«vn •�� n�novrs <br /> .� r. .»c s�e� �n o , ���.Mr��� �.�n.an m :��ir�rs •r�o ��r.���vix���nn ��dc� No. SE 9972 <br /> C �� .'.�N .on we.�c.��ov� •.rs roec ��.n.�5 a ,n�.cn rnnu as uru�wnir�a <br /> 4�FASAND���� o� w +��o.0 z�„�.mrn.�o � m���a �.ur ��nn��e �arnnv�� <br /> R�P��� No. a� a <br /> CONCRETE TEST REfORT <br /> Client's No.D-A04419-0900 <br /> Doie !Aoulded _ 11-25-78 . _--- Reporred _12••4-78*. 12r28-78 _ . __ __---_--_-- <br /> Proiecr _—_ ____Hoeing Evezett Facility 8uilding__4Q-32/33___ <br /> Ai __.____—____Everett, Washington ____ W,O. __8-E6282-6100-886019___ <br /> Cor,rracro� ______.The_Austin Company___ <br /> - - -— -- --- <br /> R�por�rd ro ---_ See �elow _ ___— - <br /> ----- --------- <br /> . —-- -- <br /> Cor,crcrc S�ppl�er _ _1�ssociat�d Sand, &_ Gr.avel <br /> Ouantily Represented __36__Cu. Yds. Specimens madc by—D. StCtteY No. Submitted_ .3.___.. <br /> Location of pour_ Rdinp 91ab, tUnRel ' <br /> $frenath requiremant -_ —40��-- — -- Psi at 28 days �-------��— - -- - <br /> MATERIAL PROPORTIONS USED �Quontities per cubic yord of concrete) MIX No.:_Class E <br /> Cement_-564___Ibs.__4_bags Type__ Brand <br /> FineAggregatefSSD) .___�30.0_ Ibs. Source__.____ __ Type: _ <br /> Coarse Aggregale (SSD)_-.12Q0__Ibz. Si:e—314°—$ource _ __Type: __ <br /> Coane Aggregole ($SD)-_ Ibs. Size _$ource Typa: <br /> Water7otal_ 2_50 lbs _��._ _ Gols.ibaq <br /> Admizture: Amounl — �.�Q�.: _ Kind PO:._ZO1_lth 300N <br /> Admixture; Amount________ _ __ —_ Kind _Nl_cfh_F.dYl]� P0z2011th <br /> Above inFormation obtained From: PTL batching inspection � Project Engineer (� Contractor � <br /> Concrete Supplie� ❑ Other ❑ (Designa�e) _ <br /> Entr. Air __ e Actual Slump_2_ In. Ticket No.: 208413 Tk. #173 <br /> Tempuraturcs: hir .�_� "F Concrete _�l�_`F Weather Fo�_____ <br /> Mixing. Central Mix � Truck Mix ❑ Job Miz � <br /> Above Site InFarmation obtained from; PTL Inspection � Project Engineer ❑ Controcfor ❑ <br /> Concrete Supplier ❑ Other ❑ (Designate) <br /> Cyls, delivered to laborotory 6y: PTL � Contractor ❑ Engineer ❑ Common Carrier ❑ <br /> �- .,_—...` --- .-, , _ _ -- -------------r .__ - _�----.-- __ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28�27 Sq. Ins. <br /> i�GN O YS L�NUMBIiRpr RE_E_VEO �TE9TE0_. LO 0•POII�LO�ON� AE� <br /> 81 A 9 9823 11-28 12-4 128 ,000 4530* 87 A I <br /> � I I <br /> � 81 B 28 9824 I 12-23 173,500 6140 87 B <br /> 81 C 28 9E25 12-23 164,000 5800 87 B 'I <br /> � <br /> ---- - �' '��+—" Q�'_� <br /> �- ------ --*- --- ------ - - ---- ` � <br /> � � . , i <br /> . , _�—_Day teNs previously reported " <br /> Remorks:—C�:___�3�021.II.�II ._�_CoIISt�/�ttll.:_1+dTSy__G12IIlflR�9_— � <br /> 1 m� Aus��n �o,1Attn: J.Peterson ������ <br /> 1 Blda. Ueg�,_,_�ity Q_f Everett <br /> 1 AssQciatgd Sand � Gravel Attn: Vauahn Ramba ��Z-� �'�rt <br /> -- — 2 S�attle .PSI �q�ipA—Q�P��. <br /> Respectf�lly submitled, <br /> PITTSB RGH TE�TIN�IrpBORATORY <br /> U( -Jl� <br /> ld -- �---District Manager <br /> Seattle <br />