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�"'"°� PITTSBI '.GH TF_STING LABO �TORY r���� �^^_ � �E <br /> � , �+m <br /> op�' <br /> 0 ��9 r�t�n��+nro �nn <br /> �i i o 876 N.W. d9�h STREET., SEATTLE, WASHINGTON 98107 <br /> s c a � <br /> � ♦s � uu�uu rwnncrrov ra unr�in. nrt raeuc +No ouHsn�n •u M rn+tc <br /> i^,j� �r10 r.�a sirowin�o �s nn cor�iimr�n�� rno�iwtr ur ciuHte �r�o �umm�.tn�cH QfdCE No. SE 9972 . <br /> C �� 4��y 1 OP 1`�:I1L�<�I�OH 01 6��114f M16 !(1NCl1�Fil�N6 AP 1�II��Gifi 1MnM OR 41 t.�POIHO <br /> 'F�q5AN0��� oon r+�roni� is rrrs�nv�o rreoiNc oon wunun u'rnw�� <br /> � E Rrport No. 147 B <br /> CONCRETE TEST REPORT <br /> Client's No. D-A94419-0900 <br /> Date Moulded. _ .. 1-26-J9 • Repor�ed 2-6-79 ��2!27/79 --- -- <br /> p,oi��� IIoeing_ F.verett Facility t'1ajo� �SS�aO�Eyr6282a6100-88601933-__ _ <br /> q� _ F.veretC, _kash _ngton — <br /> CoNroctor T}�e Austin Company - --- - <br /> Reporled to See DeloN _. . � - - - � � -- -- � -- <br /> ConcreleSupplier ASSOCj.At4lj_ Salld & CiT�7Ve1 - . -� - � - �— - - - <br /> Ouantity RepreseMed 36 ._ Cu. Yds. Specimms mode by _ D. $tBttCT -_ ._ No. Submilled. _3- . _ <br /> Lo�a�;o„ o( Po,,, h'alls, �_est_of t�•�nel Uet�.aeen line �t15 and �j15. 5 _ <br /> $lrength requirement 4��0 psi ni 28 days <br /> . . ___ . _ .-. -___, __-.,_ _. — <br /> . .._ _ . , _ .._, __ _ . - - ---- � <br /> MATERIAL PROPORTIONS USED (Quanfities per cubic yard o( concrete) MIX No :.C1355_.E- <br /> Cemenl 564 _Ibs. 6 __bags Type. _ _ . . _ Ilrand. __. _ _ . ..-- - � - <br /> Fine Aggregote (55D) 13�� _ Ibs. $ource . . . - �-� -TYP�O----- ' <br /> Coarse Aggrego�e (SSD) 1900 _Ibs. Size 3�4�� _ Source _ _Type: _--_ _.__ <br /> CoarseAggregate (SSD) . _ . _Ibs. Size _. _ ___ _Source . .. . _ - -_Type:_--.- --- - <br /> warer 7o�al 250 1U5. _boKs._ . _ _ ___ Gals.,�bag <br /> Admlx�ure: Amount �.) OZ. Kind Poz2oll.th 300N —-- - <br /> Admixture: Amount __ Kind . Hlf�'Il ERYLY POZZOLIC}l ---- -� - <br /> Above in(ormation obtained from: PTL balching insprction �] Projec} Engineer S] CoNractor ❑ <br /> Concretc Supplier r] Other �] (Designale) . . _.-__ - - <br /> -_- - -� -�-- ._ _..._ <br /> Enir. Air . .. _ . _ n�. - - -� �� Actual Slump ..-3 _ In. � Tickef No.� 2� 23�2 _�r1C if15� <br /> Temperatures: Air 32 `F Concrete 54 . ._'F Wcather $i101N . . _. . .___-. _ _ ._ <br /> Mixing: Cenlrol Mix [� Truck Mix �] 1ob Miz �� <br /> A6ove Site Informalion obtained (rom: PTL Inspection � Project Engineer (� CoNractor � ] <br /> Concrete $upplier ❑ 01her [] (Designate) .. _ . .__ . _ <br /> Cyls. delivered to labowtory by: PTL [�] Conlractor [] Engincer ❑ Common Canier � _ <br /> Cylinder Size 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> - —_ _- -. <br /> -- <br /> SPECIMEN ♦GE LAAORCIOHY C�TF ❑�TE TOT�L UNIT �AkPORT <br /> M�RRING ��YS NUMHFN FECEIVF❑ TFSTEO LOAp•POUN�'S LO�O.• P.5.1. _NO. <br /> 141 A 7�; 615 1-29 2-2 82,000 2900�` 147 A <br /> 141 II 28 616 2-23 139,-�� = 5`;l 147 ;, � <br /> �, 141 G 26 617 2-23 ] 5] , �-00 :�-'?� 1�7 is '� <br /> i <br /> � <br /> � - � [� �' '�n-�' '� <br /> ..� —��� -� .�... _.. _ ]%,___Day lnfs previously rcported <br /> R�mork.:�.c_:—_3-Doeing_Engineerin�_� Const.Jl�tLn:_L•arr�r-Glee�nLs_—_.,f�—�-}.. .. <br /> ?��LLle�TL__ ---- -- - -- ----- --- <br /> _ _-1....The_Austin Co./l�ttnz--J�-4�tesson -------��--�'—?-r���;'.TT <br /> ----- -- .- - _-1 I3uilding ➢e�t. (Evereti)---- --------..-------- - — <br /> 1 As��c.i:;ted S:md L. Gr:ivel _____.__—_�nSp��it�11_�:��f <br /> Respectfully submitted, <br /> PITTSBU GH TES�ING�LQBORATORY <br /> � A) �111 _ <br /> �c A �;�. _ <br /> {��� "dm $B3t le Distric� Manager <br />