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r <br /> ��`;5"";�+ PITTSE'._ ��GH TESTING LABI. ..ATORY •�^M •�==.a =� <br /> �Q.- ' =�°o <br /> 0 �q uruu�wm �o� <br /> �:� � `s o 876 N.W. <9�h STREET., SEATTLE. WASHINGTON 98107 <br /> > i <br /> •s . w��u�� o�o.�c.io� ro cu�r.ra n.o �o�i�c •..o oo�n��vo• u� �mo+.s Order No. $E 9972 <br /> e^,+'r ��+ •ni soer�nm �s ��� enHnornnni vwo����r o. e��reia •eo �o�Noeix��i,��. <br /> C��� •[����h !OP V1.11ICOYP 1�P0111� I�v11 616N[ONI'lN�iNG O� Ww�ilIN61PP110V/1� �f6�POiMG <br /> �f�As�no�"� Report No.99 li <br /> CONCRETE TEST REPORT <br /> Client's No.D-A04419-0900 <br /> Date Moulded _- -_12/7/78 __- ------ Reported_12./15/78 �'r_ 1/9,79 _ -_-W�O�$. <br /> Proiec�_ - - Boeing_ EV�etf_f'acil.i�y_I�lajox Assembly Buil_dings 40_32�33____ <br /> A� ______---_ Everett—_----- _�ti,4. _6�62B2-G10fl-886019 ---— <br /> Co���o�io�__- ._The_Austin_ComFany____..—._ -- -------- - <br /> Reportedto_.___ Se2_BGIOW_. -- --------� <br /> ___. —___.___.___. <br /> Concrete Supplier ASSOCldtl'Cl_$dAa _�_GI'dYB�_—_.--- -------- -- — <br /> Quantity Represented __ 3S_ Cu. Yds. Spetimens made by-_p_._StEtteZ _ No. Submitted 3— <br /> Location o( pour-F�Ot1I1g_li=12• 5, H=13..__0_,___ ._ _ ---- -- <br /> .--._.- .._ ._-�-----_ _ ---- ---------------- <br /> Strength requirement _ ._3000_- -----psi at 28 days <br /> _ ..--_ _ -. ._ ._-- - <br /> - _-_ -__. _ _.- . .___--_ _ _ __ _ _._- ____- <br /> MATERIAL PROPORTIONS USED (Cuantities per cubic yord oi concrete) MIX No.: C1a5s A <br /> CemrnL-___517_.-Ibs.._. �`�S--bags Type------ Brond ------ <br /> Fine Aggregote (SSD) . 1391— Ibs. $ource__._._ __—_-_------ -- TYPRO— -- <br /> Coarse Aggregate (SSD) 1951_—Ibs. $ize __1�5°._-__ $ource_._—_-_._-__- _—Typr. _ - . -- <br /> CoarseAggrega�e (SSD) � -----Ibs. Size_---._--Source_ -------�—TYP�� -- <br /> Water Totol-- __ _275_ 165._-- -.��1C.__ . _ Gals./bag <br /> Admixture: Amount -._-.--- _-__.--- -.-_ Kind --._------------�— -- <br /> Admixture: Amount . . . ___ ..__- Kind --- -_-_-----�----------- <br /> Above in(ormation obtained from: PTL batching inspection ❑ Project Engineer � CoMroctor ❑ <br /> Convere Supplier ❑ Other ❑ (Designa�e).___._ _______--- <br /> ---- ._-_.--.- . --- �� -- _—= <br /> � - -�- -- -_� ---_---_ � _ - - ---__ - <br /> Actual Slum 3-__ In. Ticket No.: 209333 Tk #116 <br /> Enlr Au_._ _. ._- °b P-- <br /> Temperalures Air 3� _.__�F Concrete .. 54 °F Wcather__.___ CJ.C'ar _ _ <br /> �.�ixing: CeNrol Mix ❑ Truck Mix ❑ Job Mix �] <br /> Abo�e $ite Informotion obtoined from: PTL Inspection � Project Engineer ❑ Conlractor ❑ <br /> Concretc Supplicr [] Other ❑(Designate)__ _. _ _ . __.__ --- <br /> Cyls. dclivcred to laboratory by: PTL �g] Controctor ❑ Engincer ❑ _Common Carrier ❑ _ _ __ <br /> Cylinder Sfze 6 z 12 Inches COMPRESSIVE STHENGTH Area 28.27 Sq. Ins. <br /> -- - -- - - <br /> -- - --- - - - <br /> SPPCIMEH �GE 1.P90R�TORY C�TE ❑�TE TOT�I UNIT REPORT <br /> I ✓AAKING �AYS NUMpFR RF<EIVFD TESiED LOAD-POUNOS LOAO_PSL _ — H�� _ I <br /> Ig9 p 7 �� 10195 12/8 12/14 86, 000 3040 +' 99 A <br /> g3 p 28 10796 1/4 126 ,000 4530 99U <br /> i 1 4 11b,000 �70 99B I <br /> 9g � 28 10197 / /�, , ,� <br /> � <br /> ' ��'� , II <br /> i �A I <br /> 1 � �'��,� . � <br /> II /� ` �, 1 � ' <br /> I_.. .._ ___..__ . .._ _ ._ . . . . . . - . _ _ __ _. ,� ''-t-- . ;.. �_ <br /> �" Da tests previously rcported ��/Ql�`l�iT� <br /> Rcmorks: cc_;__ 3 I3oeinq Pn9r. & Const.�Attn: Larry_ Clements _ _ <br /> 1 The Austin Co./I�ttn : J._ Peterson _ _ _ � __ <br /> - - -- - - -- <br /> --- ti' <br /> - ------._._. .... . <br /> 1 I31:d9. D��t. ,__City_of_ Ev_erett ____ ' ------�- <br /> 1 As�oc. Sand & Gravel —------ - <br /> _-- . _ <br /> -- _..--- <br /> 2 sc,ttle rTI, --------- <br /> Respcctfully submilted, <br /> PITTS KGH TE57�NG(�l(,B�RATORY <br /> 1� �� a�-�!'� <br /> cr.-�.�-� lr, � DislriCflAa�oocr <br />