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� ., <br /> � <br /> •"'��`'• PITTSBURGH TESTING LABORATORY <br /> Jl�,.��'y.so .osu .eo�....■ i <br /> /� ��i . u�.�u�.�e nu <br /> � �76 M.O'. �MA STREET., fEA�TLE, MASMINGTON ��107 <br /> I � •� � YYTY�I �1�O�ICt�OM tD CIi�F�• •Mf �u�l�C 140 04��[\v�• •l� �110��• <br /> ���+ ��O u� �uw�rrao n� �.� cowno�.n.. �.o.u•� o. «�rw.• ..e .�r�o.n..m.. Order No. SE 9972 <br /> rr�rv���unnw o. n.�tw+n cowc.u��ow� o� ��n.v� .�o+ o� �tc.�oma <br /> ���+s.,o�`"�� eue wno �� n ���u.�e �[ymwa e�� wurn. ����e��a <br /> Raport No. 5 B <br /> CONCRETE TEST REPORT <br /> DATE MOULDED 8-29-78 Cl�.�i'� No. D-A04419- <br /> — 0900 <br /> CLIEv'T� TBC – (luarin ' DA75 REPORTED�_9-6-78* 9/28/78 <br /> Pr�O�tiTs_ Ma�nr Acc3� R�iil i�� L.n_ 3')�i't <br /> �EPOfiTED TOi coa aelo�•� <br /> Cyls. deli.ered �o laborotuy 6y: PTL ❑ Controc�or r] Enpine�r ❑ Common Corrier � <br /> Cylindn S�:e 6 � 12 Inche�T COMPRESSIVE�STRENGTH,'�:f� � _����f Area 28.27 Sp. Ins. <br /> ^-3�E:�uEH •G[ L�p011�TORY O�tE --� --O�TE—��_ —_TOT�L UMIi IIF�O�� <br /> —Y�OM'MG 0��! NUwlEII 11ECEivEO �[f![D LO�D-�OUN�f LO�O• �.t.l. h0. <br /> E-17 A 7* 7281 8-31 9-S 90, 500 3190* 5 A <br /> E-17 B 28 7282 9-26 126,500 4470 • 5 B <br /> E-17 C 28 7283 9-26 128,500 4540 5 B <br /> i I <br /> I <br /> __--�--------�* '� Doy fesf� prwiously nporl�d ---�� -- --��--- <br /> R�ma,►. s�:_ 4_9oein� Engr`d�_Cons�.LAttn�__Larrv Clements____________ <br /> �Seattle�Tt <br /> Resoeclfully su�m�lted, <br /> NE CE�i:FY THE RESULiS OF COM,PRESSIVE PITT �G TES�G�k�ORATORY <br /> STnc.'i�ir! 7EST5 OtiLY. - 1� <br /> . , <br /> � 3eatt]e strict-"bTanager- <br /> T;� FOLLJdING INFOR1nATI0N WAS SUBMITTED BY 7HE CLIENT. PI7TSBURGH TESTING LAEORAT�ZY <br /> JG=S ROT f'FRTTFV THF p�`r�IGAQV (Y7 C.�F/ltierv nc jT�c �rvtm�yr <br /> Co������ S�ppi��, _Associated Sand & Grav_el <br /> Ouont�ry Represmred �4� Cu. Ydt. Spccimens made by__.Ra}L�ULFOTd_,. ._ —____ No. $ubmined _.3_ <br /> Locaron ol po�r .�1Z£ooting,�noting,_E-12footing, G-ll.5 footing�_.__ _ ___. _ <br /> ---- ----- ----.------------------ -- <br /> $�renqth requiremenl _____3QQ�—____ psi of �8 days <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yard of concret�) 1�1 �j' ��r' ' ' '�'� r� � <br /> Cement _Ibs. ba f T lS. l�`J �� �� �� ��' i <br /> 9 YP�--- Brond , <br /> F�ne Aqg�eqete (55D) Ibs. Sourc• ------- TYp�' �� -- <br /> Coarse Agyrega�e (SSD). _ 16s. Si:• Source_ ' �!� �Y�� ��(�',� <br /> Coarse Ayyregate (SSD)— _ Ibs. Sit• $owca Typa: _ <br /> w„�, Toial--- Gola._ Gal�./bap 'ITY UI- r_�IFRc"_TT <br /> Admiilure: Amount Kind . <br /> Admuture: Amounf __ _ Kind __ — �trmr'.� �-- <br /> Above �nto.mation obtained from: PTL borchinq inspeclim � Praject Enqineer � Conhocl« � <br /> ConaNe Suppllar � Othar ❑ (Desiqnale)____ <br /> Enrr. Au _ S. Actuol Slump In. Tickel No.: <br /> Temperotures: Air "F Concreq ---F Wealhn --------- ------- <br />