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tESTik� p�-rTSBURGH TESTING LABORATORY <br /> ��Qe��s � :��eo� � ��.�.� ...-_ „ _�_ <br /> �t �(`�O� LST�OLISH[O �BB� <br /> •" 8I6 N.W. 49rh STRCET., SEATTLE, WASH�NGTON 98107 <br /> � <br /> Moxu�� �mmmriow ro <ucx+s. tr.c noouc �r�o ouasavcs. n�� nrvouis <br /> `"ac S. e y4� :���:vawi.�nn �5 t�E corrmu�+��� pwor���� or «i��.:. �eo .�t«oAi:�riov Ordcr No. SF..�l�1�.7 <br /> fON 1�U11LICATIpM Of St�TCMCMTS. COHCLVSIONS 011 CXTIIFCTS I�POM OP NCGM1PpIN4 <br /> ��fqs 0 NE� aun nn�on.s is ecscnvco acnoivc oun wnrtteH �vrno+n�. <br /> Report No. 17 <br /> CONCRETE TEST REPORT Clicnt's No. <br /> DateMoulded_��Cf�� _. _ _ Reporfed ;•i�s��_ <br /> P,oi��r _Bon_t!arche 'arkiiu:_�'aoilitien_— -- ---- --- <br /> Ar _ — -----_ -�verettJ, ''ashint;ton_. _- ---_ <br /> - — <br /> Conrrac�or _ __�augh Conctruction Compar�y _ - - <br /> Reporre� +o____°torman Iaeobson - <br /> Co�c��f� SopPi�er_ Associatad Sand and Gravel__ _ <br /> Quontity Represented_�_ ._ Cu. Yds. Specimens mode by___G�SBIISL�7'g No. $ubmitted__3 <br /> Location o{ pour (per information from job-sife)__ �_�a�l_�.1,IIB_�_�T'ORl_Z�.II@�t0_l!-STOd1�00�.f1(;_t0_tOp_ <br /> ____Of xall�__ _ ____ _ <br /> — ___ _ _ . _ ---- — -- <br /> Strcngth requirement ____3000 __ psi at 28 days Mix Design No.: _ _ ____ <br /> - - ---- - ._ _ . _ - -- <br /> ------- -- - ------- ------�— - <br /> MATERIAL PROPOR�IONS USED Quantities per cubic yard of concrere) <br /> Cement . ____ __ __ _ Ibs._ __ G bags Type_. �___Brond _ _ _ _ <br /> Finc Aggregate (SSD) ________ Ibs. $ource__ ____ _ __ _ __ _ Type: <br /> I Coarse Aggregate ($SD) Ibs. Size_ __Source___. _ .____ _ Type: __ _ <br /> Coarse Aggregate (SSD)_ Ibs. Size_. _. _Source _ Type: <br /> Water Total Gals. _____ Gals./bag; Adual Slump_ .i In. <br /> Admixfure: Amount_ _ OQ Ok Kind �IIrex <br /> Admixture: Amount��ak . . _ __ _ __ Kind__POZ20�.j.$$ Enfr. Air �' <br /> Temperatures: Air_ . �2 "F Concrete____`F Weather � OvOTCd'J'F � <br /> Mixing: Ceniral Mix � Truck Miz � Job Mix � � <br /> Above dota obtained (rom: PTL Inspection � Project Engineer � Con!ractor � <br /> Concrefe $upplier � Other � (Designate)_ _ <br /> Cyls. dclivered to laboratory by: PTL � Confractor � Engineer � Common Carrier � <br /> Cylindcr $ize 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. Ins. <br /> � _ - - <br /> SPECIMEN <GE LABORATORY pATE O/.TE � TOTRL UNIT qEPORi � <br /> MAqKING �4Y5 NUMBER RECEIVEO TESTE� ILOAp-POUNDS LOAO-P.� NO. <br /> 'I __ _ ____ _ <br /> .._—.. ___ ... �. __ - - ___ <br /> 1 <br /> � <br /> , 12 n I 7 'Tol,h I� 9/7 9/i3 83,50o I 2950 , 17 <br /> 12 e 28 7oL5 9/7 'I 10/1, � <br /> 12 C 2B 701�6 g/7 10/4 � � <br /> � <br /> - - ! � � I <br /> Doy tesfs previous�y reported <br /> Remarks: ---�03_ ��'#DTID,1ri_�8C6b90ri?--JS� _-. _- -- _. . - -- <br /> __---_--�VD�._C� AZG�^G. . __ ___ <br /> ___ 2-Baugh Constructaon <br /> � � . . _ . _ _ _ _ — _ _ _ <br /> . __. _ _ . . . . _ . <br /> IDZC . . _ __ _ _' —__. . _ .—__ <br /> _� Respecifully su ifted, <br /> P17TSBURGH TESTIN BORATORY <br /> � ` <br /> O�.e� <br /> � Disti � Managcr <br />