Laserfiche WebLink
�"5T1"` PITTSBURGH TESTING LABORATORY ��FM �.��,=.A.=� <br /> G i�.��B <br /> P <br /> m+�"~' `'O9 <br /> b+ csrnousHmo �eei <br /> a s 826 N.W. d9�h STREET., SEATTLE, WASHING7�N 90107 <br /> f^,s'� o'y •s uurw� rnor�cnoH •o curvis. tr.� vunuc nno oonsri_.�es. nu nrronrs <br /> c�hf�� nc�tj,�y ron^�unuuncrv or sur¢Ncwrs. cowc usiarvs ortrestn.,��s rvorn�oa noc�nmr�c <br /> Order No. $E..��� <br /> �ASqNO��' ��ua ncroa+s is ncscnvcn n�vo�wc oun wnitrer� �rrnov�i. <br /> Report No. QZ <br /> CONCRETE TEST REPORT Clicnt's No. <br /> Dafe Moulded 9�22i�� _ Re orfed 9/2A/66 <br /> P�oi�cr_____Hon I;archo Par}cing_racili�ios — - <br /> Ar---- Everatt, •:ashing ton -- -- — - <br /> Co�o-acro�._____ 3augh Construction-Coripan3 - — - - - <br /> Reporfed to__. _ . �NOTII1gII d8COb9Cfl - - —---- —�— -�- <br /> ConcreteSupplier_ AQ30C1tlT,L$' SHRd BitG� - - - - -. .- --- .. -- --- .. <br /> _ _ ($'8V01 - _—__ _ <br /> Quanfity Represented 1� Cu. Yds. Specimens made by _ Ge SAi1C3b� _ — <br /> Lotofion of pour (peT informo}ion from job•site) Slab bots,reen line A & C from line ],Stpmitted�_ <br /> —__�9.08. 1•all on line H f1 om 6 to IO and wall line 8 �rom B to BrlO, to elevation 212n <br /> $frength requirement__ ___ _3�� _ __ Psi at 28 doys Mix Design No.: ____ <br /> MATERIAL PROPORTIONS USED (Quanrities per cubic yard of concrere) <br /> Cement---- -. _ Ibs._ -- ,--6 _ba9s Type 1 Brand <br /> Fine Aggregate ($SD) ____ 16s. Sovrce � --- -- <br /> Coarsc A re a}e SSD __ . . --_. —_ -_ . Type:. _ <br /> 98 9 ( ) _._Ibs. Sizc_ $ourcr__. —- <br /> Coarse Aggregcte (SSD) __ Ibs. Sizc__ _ - - - �— ---- TYPc:__ _ <br /> 3/_tt so�.«__ _ TYP� <br /> Water Total _ __ Ga s. _____ Gals✓bog; Actual $lum <br /> Admixfure: Amount_____3J1�_OS 3�C - Kind �gYqgg P—���-In. <br /> Admixturc: Amount—_— —��flS�f_ --_—_ Kind POSZO�.j.t,$ -- — <br /> Temperatures: Air -- — . _. Emr. Air �o <br /> --_.�_ "F Concrete___ _ "F Weather S11RIu' <br /> Mixing: Central Mix � Truek Mix � � Job Idix G' � � � - - <br /> Above data obtained (rom: PTL Inspection � Project Engineer <br /> Conucte Su licr � Coniractor � <br /> pp ❑ Other � (Designale) . .. <br /> Cyls. delivered to laboratory by: PTL [� Comroctor � - <br /> . __ __ ______ __ _ ___ ❑ Engineer � Common Carrier � <br /> Cylinder $ize 6 x 12 Inches COMPRESSIVE STRENGTH <br /> __ Area 28.27 Sq, h;s. <br /> I SPE4MEN AGE LABORATORY OATE � I . . � - ----- <br /> M�RNING ❑qY5 OATE ��- -TOTAL UNIT REPOPT �� <br /> , _ NUMOFH RECEIVE❑ TESTEG LOPD-�POUNUS LOqD� P.S.L 1 Hp, I <br /> _.---�—._—__ �_---____ __ <br /> ._. . —__ <br /> i __}--___-_ __ �_ __- � _ --- _' <br /> I I <br /> 7.� A j L 8170 9/24 ' 9/26 � 5L,000 � 19Io � 22 <br /> w B i 7 9171 i 9,�2L I 9�29 � I <br /> I � <br /> �1 C 28 8].72 I 9/2L YO/20 <br /> I <br /> il, r 2e 8�.�9 i 9/?L � �0/20 <br /> _ - �- -- - --! � <br /> -- Uay tesfs previously repor}ed <br /> Remarks: _ . __eCe _�..ypTT,� Jacob3ont Jr. <br /> - -- - - --1.Supt� of 9ifl�a._ _ --- -- _ <br /> --- — - —2��Suugh_ Conntruction. — <br /> ---- —— 2-�- <br /> �r:�c - <br /> RespectFully sub�"ilfed, <br /> I'�' BURGH TESTINGI L14BORATORY <br /> � � I / <br /> �,�--��.� s_ <br /> � � Disir c� Monogr,r <br /> � <br />