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��SfIMC PITTSBURGH TESTING LABORATORY ���.�^ ���;.:�.°-_,- <br /> JQG�.s 'wa��6 <br /> ��<;�9 �sueusHr:o �ne� <br /> �: v 5�'a� 826 N.W. 49th STREET., SEATTLE, WASNiNGTON 98107 <br /> � T ♦4 /. MOTV�L VPOTCCtION TO Cll[HTS. TMC PIIOIIC AHO OUPpELVC6. AL� ACPOPTS <br /> �"y�r, `'� e".� eno suewrttco ns r�c covno��nn� rnon�nrv or cucrv.e, u.a �ui�ona+no� Qrder No. �. <br /> (r�� 'y� yt h fON PUBLIC�TION Of ii/.TLMCNTS. CONCLU514N5 ON C1TP/.CTf [POM ON FCG�NOIMG <br /> OUN MCP0914 IS FCSLFV[O FCNOING OUN WRITTEH M1PPROVAL. <br /> ���RS�ND G�tt� <br /> Report Na �� G,; <br /> �� <br /> CONCRETE TEST REPORT Client's No. <br /> �-.'.-;'- " Re orted ' � ' 1%-�-G6 <br /> Date Moulded P - -- — - <br /> Pwjed Bo;t 7 =- _ . _.. . _ � '-- . ._— .. <br /> At_. .T'�VCi�i:�'G �i.-�;i. _ <br /> Contractor ��iPh Ccno'�. - <br /> �'^A�. +1. J.-'nr�i�".c'i. <br /> Reported fo— - -----���� --- ----- - -- . . . __ - <br /> Concrete Supplier_ _. ' .-- _�-; �" -. _ .'- " �' - <br /> Quantity Represented_�_ _-- Cu. Yds. Specimens made by C= ::^�I1dh2Tr�__ No. $ubmitfed�'�. <br /> Locotion of pour fper information from job-sife)-� .'�— 1 li 4�•�qLL-•� ;>_��;�-'I(7 f'^on ',,rd L-o 4L '"rvr-1 ., ,___ <br /> _ i _ _ -_ — _ _ ��Li�_r i_ _Jn_L ��.n_1c_*:l_c�:c�::��,_. _ �.::. . <br /> $trength requirement- ._- - . -'- - ps� at 28 days Mix Design No.:J�.i:.�.::�.... — --==: --,- �. .� <br /> T MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) <br /> Cement _ _ _ 16s. _ _ __boys Type __ _ _- Brand - - -- . --- - ---- <br /> Fine Aggregate (SSD) _ 16s. Source___ ._.__ __ _ Type: . ___ <br /> Coarse Aggregate (SSD)_ Ibs. Size _._ . ..-_Source___ _-_ -_ Type: _ <br /> Garse Aggregafe ($SD) - Ibs. Size_ ___— —Swrte _ Type: _ <br /> Water Totol __ ___ Gals. ____ Gals./bag; Actual Slump '�;^��In. <br /> Admixture: Amount.._ ___ �'��� ____ Kind '�' �-- . — <br /> Admixture: Amount_.. _ . _ __._. ---. Kind__ -.,�' : :4�='�'t ._ _. __ EMr. Air °o <br /> Temperatures: Air_�_ �_ °F Concrete _`F Weather_ _ _' �='P;'—_— - - <br /> Mixing: Cenfral Mix ❑ Tmck Mix Q� 1ob Mix ❑ <br /> Above data obtained (rom: PTL Inspection � Project Engineer ❑ Coniwdor � <br /> Concrete $upplier � Other � (Designate) — -. .-- - � <br /> Cyls. delivered to laboratory by: PTL Q Contractor � Engineer (] Common Corrier ❑ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. 'ns. <br /> — -- - - --- i i <br /> �� SPECIMEN AGE LABORATORY �RTE OATF TOTRL UNIT , REPORL <br /> MFRRING ONYS NUMBER RECEIVE� TESiE[l ILOAO—POUN�S LOAD—P.5.1. NO. <br /> __ .—.�--—__"_ _ _ — ._ ' <br /> I G� rL 7 ].OUjO .�i�') ll. J �_O�?�OQJ !(l� � l�.7 <br /> i 27 B 2II 102s1 i1-3 �i-�p 154,000 545o S9 <br /> z7 c <S J.0832 :u—; �.1-30 159,� 56� 59 <br /> � � <br /> , � <br /> �' Day tesis previously reporled <br /> Remarks: — _ . . .,.. . ,.. . __ - --- -- -�- � <br /> __.' .., ll .G• �__ . . <br /> � .�cr � I u.i(. �� _ __._ __. . <br /> , _.__ _.__. ____�--y��y <br /> ....... ._ __ __ __. <br /> . _ _ _ _ ____ ._ _ _ . —. . <br /> Respect��lly sub itted, <br /> P SBURGH TESTING L BORATORY <br /> � <br /> �Distr c Monagcr <br /> �� <br />