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pG�1y5TIM��'e pITTSBURGH TESTWG LABORATORY � .��. � .-�-..°.-� <br /> y0f��'�� isrnous�m �ani .. ., . <br /> :0 826 N.W. 49th STREET., SEATTLE, WASHINGTON 98107 <br /> � <br /> 6 .s e naro�� rnorccnow 10 cucwis. t�c r�vim ervo avnzuvcs. �u nvoqrs /�f� <br /> ��t e h ♦qC 5 MIliCO Af TwC CONf10[MTI�L PPO1'CPtY Of CLICNTT. �NO AUTNONISI.TION Ordcr No. SJ"���\i1p <br /> aC�'1 � y fOfl f'11B CITION O!ST�TCMCNTS. CONCI.IISIONS ON LRTPACT4 �NOM pp pCGFPOINL <br /> ,h��qSqNU���� OVN RCPCP�S IS FLSCRV[O P[NOING OVP WNITTLN /.PPNOVAL. <br /> Report No. .7fl <br /> CONCRETE TEST REPORT Client's No. <br /> Dafe Moulded__ _. �'�`�"�� Reported �'Q"�'7"� - <br /> �OII �475`�YC I'EaZ`Y� - <br /> Projed-- --.- -- -Y '�.- <br /> Af — Evez�otty H�hi.n�ton _ ------ — -- <br /> Controcior _ _-- Lfitl�l C,�III3b. __ . _ _. _ __ _— - <br /> Reported to_ --- .--- �G��� <7GCO�SOII --_ ---_ - - -_ - - <br /> Convete $upplier__`�`r^�""• S.aIId & G.271`J�`.�, __ _ _ ___ __ <br /> �.�-_--_ . �C.AZb3i' <br /> Quantity Represented Cu. Yds. $pecimens made by_ _G No. $ubmitted_3_. <br /> Locotion o4 pour (Dcr inform tion (rom job-sife)—a�lltll c1IIa H02Ct. CL�A�1' B�`.� tl�z11Q 109@�._�_OOZ' <br /> G7...1U., tr�tLi. 15.ne p1 fzbm I3eZ0 to 1Y:10 S:O 19Vo1 oY 3rci flaos _ Soa zv3r.az".t� <br /> $trength requirem��nt_ __ �� psi at 28 days Mix Design No.: _____ _ — ._ - _ <br /> ---- - --- - - - <br /> - - . —_ ._ _ . _. _ . .-- -- -. . . - - - -- - ----- --------�- ------ <br /> MATERIAL PRQPORTIONS USEDj(Quontities per cubic yord of concrete) <br /> Cement _____ Ibs. _ � bags Type _ _Brand _ — - � <br /> Fine Aggregate (SSD) Ibs. Source _ Type: <br /> Coarse Aggregate (SSD) Ibs. $ize Source____ __ __ _— Type:_____ -_ <br /> Coarse Aggregate �$$D) Ibs. Size--��—$ourte ___ Type: _ <br /> G Gols./ba Actual5lum � In. <br /> Water Total als. _ 9; P-- <br /> --�l 03 po: :.�k Kind X niso 7.� Ot3� <br /> Admixture: Amount - <br /> Admizture: Amount—�� �r �' Kind—�� _ __ _ Enfr. Air °� <br /> Temperatures: Air�5 °F Concrete_ __`P Weaiher '�aTC```'�' - . <br /> Mixing: Ceniral Mix ❑ Truck Mix .lob Mix � <br /> Above data obtained from: PTL Inspedion � Project Engineer ❑ Contractor ❑ <br /> Concrefe Sup lier ❑ Other ❑ (Designate)-- - <br /> Cyls. delivered to laboratory b�: PTL �] Contractor ❑ Engineer � Common Carrier ❑ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> ' � SPECIME�+ AGE L/.90RATORY DATE OATE TOTAL UNIT AEPORT I <br /> MARNING DAYS NUM9ER RECEIVEO TESTED LOPO-POUNOS LORO-P.5.1. NO. <br /> �u l: � Q!i2.0 !.0 1�. I �Qv113 I 93.�000 3?�0 f0 <br /> ; � <br /> �b T.! ?.$ 9411 ' Z�-•J.� llm4 <br /> la C 28 g41z I 1or71 1Z�4 <br /> Day tests previously reported <br /> Remarks: _ 1'y�Bfl�T : �s aai: ad;,ac:e.nt: aLa.:.r e,�.1J.� Co �evo2 oF 3rd flo0r ___ <br /> -- oa��t�ori.w�u�uaab� — - — <br /> ----3 tap� c, �, - - -- -- — -- <br /> —�Z��1�-�rna <br /> - --_ ---- — - - - - - -- -- <br /> -__ —��'Ci�'.:a <br /> Respect(ully subm t d, <br /> """ PITT�SBURGH tESTING L ORATORY <br /> ��°-'"'� <br /> - -� - - �- 1- -�istrict ager <br />