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"5TN` PITTSBURGH TESTING L.ABORATORY <br /> pGH s ��B � .. . _ _i_ <br /> q <br /> y i ���� ostneue��o ieni i� <br /> ° _� 826 N.W. 49rh STREET., SEATTLE, W/.SHINGTON 98107 <br /> a <br /> � ns n r.orve� nnorvc•iov +o cu�rv.s .�� uo c .r+o ounsr�vcs. n ncrorsrs <br /> �yC/� � ���5 nnc sueuimm �s r�c �:onrm�Hru� vnw•cn..or cuewrs. vo �urHoniunurv QfdCE NO. � � � . � <br /> fOP VUlLICAiION Of 9T/.TCMLNil. CONCLVSIOX4 OF [YTP�CiS fPOH OR REG/.POIHG �� <br /> C(pS�NO`Nf. OVP PCPONT/ I� �ICSCFVC� P[NOIMG OUfl N�PIiTCN /.✓PROV/�L. '1� <br /> Report No. �J <br /> CONCRETE TEST REPORT Clienl's No. <br /> Date Moulded--.--�--,,.__- - - - — Reported _',��'�: �-'� 1F _ _9f��----- <br /> Proled-- --..-..--_:>�:._- -_-".'•...:� 1'�n.��' -- --- - <br /> At_ rsrut.t`, '�'::. - <br /> Coniroctor �hT{�rr.• .--�.r,�,j,p7y_C.D.-- - --- —_ — - _ - -- - <br /> Reporfedto_—�ip:y.aA-«cn'�.=::1. _ _ -- -- <br /> Concrete Supplier._��nC1[+Lc:: ::::nd-f< GiaYel_ -- � — -- - - - <br /> Ouantity Represented_y,� Cu. Yds. Specimens made by (z_ SanAhr:-v __ No. $ubmitted�_ <br /> Locafion of pour (per informafion frcm job-site)_ _ -2_$-�-�„C.Sa31e'�^_ � °C��--7.S.T1e--Panel[i--. <br /> Shength requirement _ ;ji::: - . ._ psi at 28 doys Mix Design No.: _. ___ _.__ <br /> MAiER1AL PROPORTIONS USEO (Ouantities per cubic yord of concrele) <br /> Cement___ _ ._ Ibs. ���i bags Type S Brond_ . . . -. - <br /> Fine Aggregate �SSD) _ _ _ Ibs. Source. __ __ _ _ . . . _ Type:_ <br /> Coarse Aggregate (SSD). _ Ibs. $ize__. __. ._. Source_ __ Type: __ <br /> Coarse Aggregate (SSD)_ _ Ibs. Size_�:� . _ _Source___ ___ _—.__ Typc: _ <br /> Water Total _ __._ Gals. _ __ ______Gals.ibag; Actual Slump______ In. <br /> Admixture: AmounL _�_BZ�t31�__ _ Kind_Larex __ _ __ <br /> Admixfure: Amount_ J�_?!/s1:_ - _-. Kind _ . j�pZZO?it1 _ EMr. Air _ _. "o <br /> Tcmperatures: Air_(�Q __ "F Concrete____ _ __. .'F Weother__ OCepCUFt . _ _ . __ __ <br /> Mixing: Central Mix ❑ Truck Mix � Job Mix � <br /> Above data obtained (rom: PTL Inspection � Projed Engineer � Coniwctor � <br /> Concrcte Supplicr f� Jther ❑ (Designafc) _ _._- _ ___ _— _ . <br /> Cyls. delivered to laborabry by: PTL ^�' Contractor (] C-ngineer � Common Carrier [] <br /> Cylinder $ize 6 x 12 Inches COMPRESSIVE �TRENGTH Area 28.27 Sq. Ins. <br /> ' � SPECIMEN RGE LABORATORY I O4TF — :':�Tf TOT/L UN�T �� RFPORT <br /> IAARNING ORYS NUMBEti I, FECEIVFL TESTFO �LOAO-POUNO$ IOPU- P.5.1. i NO. <br /> � - --- � - - � - � - <br /> 2 k 7 6442 8/31 9/1 'i�,5'�0 267�� '_ * <br /> 2 H 28 6443 8/31 9/� I 128�000 � L53� u <br /> 2 C 2II 6444 8/31 9/z2 I I26y5001 Llr70 ' ]!i , <br /> i i <br /> � -- I <br /> _.,y,? Day teats previously reported <br /> Remorks: __���-JaCobeosx;JT, ---- <br /> — �-'3up�of-Bld,c, - - <br /> — - —�u�h�onatY�tctSvn ------- <br /> _ . —___—_ _ "__Lp.-___ _. . _ _ . _ ._ . . — —. <br /> � Respec'fully suhmitted, <br /> PIT7SBURGH TESI'ING l�$ORATORY <br /> \ 1/� <br /> � � � <br /> ���-�.,,, 11�, .._' <br /> Dis4ricl � nager <br />