|
pb�SESTINM1� p�TTSBURGH TESTING LABORATORY -
<br /> ;, ' :.�8 . � . . _. n n.
<br /> rOJi���%�y cs..euzHr:o �na�
<br /> � =0 826 N,W, 49th STREET., SEATTLE, WASHINGTON 98107
<br /> S �
<br /> AS /� w11TV�L f'np1ICTICN TO fLICNTS� 1NC PV�LIC �NO nJP9CLVE5. /.LL P[POPTS
<br /> ^.j t a'r�y .f.0 SIIOMIiTfI� ny T�rf. �CNf1t��nT1�L pP01'CPTY Of CLICNTS. •ND �VTNOPI2�lIUN Order No. �' �a����'
<br /> �i�j�'4 (� y �nP 1�IIOLIG�i1pM O! S �l[w[MiS. CONCL11410M9 ON tYTP�L15 fROM OP PCGM1PoIAf.
<br /> y�fq5pN0���� ou� vrroa.s is ecscnveo reuo�Hr, oun wmnm �rrnav.�.
<br /> Reporl No. �
<br /> CONCRETE TEST REPORT Client's No.
<br /> , - • 1C=13-66
<br /> Date Moulded_ _...;�Repor�ed � --_
<br /> ��� ,:. . .., : ,a,�.' .: �- --.... .. .
<br /> Projed_..-- --. - ' - — - —
<br /> .,v� .,!ii : ,�,�.1
<br /> At- - -- �- — - —� ----- �----- �
<br /> � -1 (� 1 Ll b1-ll
<br /> �.Of11lOCtOf _ yµ _ .
<br /> Reported to _ _—.A.� ���,T._�--_� — .
<br /> Concrete Supplier_ __ .4�., ;�i �..� :..i,_ . —__f`3Ft' — •}__
<br /> :5---
<br /> Quantity RepreSented_ Cu. Yds. Specimens made-,b� --.� •—a- - �-- �' �__-_��Ne. S�b��t����;:`_ _
<br /> locatioq of,pour {perJnforme�iP�from jab�si,fe)�,�,_�3�_ �„_�—aL�:,�i�Ey r����3:. i� � f�.it$,����.f� _ - , �:-;
<br /> $trength requirement__'`�.___-- — psi at 28 days Mix Design No.: __ _
<br /> MATERIAL PROPORTIONS USED (Quantities per cu6ic yard ol concrete)
<br /> Cemei,t- --._-.. --- Ibs. _— .� bags Type--_ - —Brand .---_—
<br /> Fine Aggregofe (SSD) .____ . Ibs. Source. _ . ___ _ _ ._._ ___ Type: __
<br /> CourseAggregate ($SD) Ibs. $ize__�li.___Source____ .____ Type:
<br /> Coarse Aggregote (SSD)_ Ibs. Size_ "_� . __Source ._—. T�pe: . _
<br /> Water Total __ y.;,_,__�^_)s. __.__ _GaJs,/bag; Adual Slump_ In.
<br /> Admixture: Amount__.'.,:..::_- '� � Kind__�_.� -� ____ .
<br /> Admixturc: Amount___' �_____. ____ Kind_ _ ____.____--. Enfr. Air °�
<br /> Temperatures: Air___ __"F Concrete__^_°F Weother_ _ ___ __.
<br /> Mixing: Central Miz ❑ Truck Mix ��' Job Mix ❑
<br /> Above data obtained from: PTL Inspedion []� Project Engineer � Contractor �
<br /> Concrefe $upplier � Other � (Designate)
<br /> Cyls. delivered to laboratory by: PTL �� Contractor � Engineer � Common Carrier �
<br /> � -- � — ----— - -- -_- --
<br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 26.27 Sq. Ins.
<br /> i -- --- i — i
<br /> SPECIMEN I AGE LABORRTORY OFTE �ATE � tOTAL UNIT pEPORT i
<br /> MARKING OAYS NUMBER RECEIVEO T[STPp LOAO-POUNOS LORO-P.5.1. NO.
<br /> ,' — _. -- �-- i — -_
<br /> 2.3 /l 8 <j7�'y ���� q�21 I •i�� Cr� .. _., A i G!. I
<br /> 13 B 28 8110 9/�4 10�.2 75ti500 2670 � 29 I
<br /> 23 C 28 8711 9/2�+ 3-0/7-2 l00�500, 35:� 29
<br /> � - -I- - - --- -- — �
<br /> S°
<br /> t , �'t�____�_4_ Day,tesis eviously reported
<br /> Remarks: ^ Can�innet�,ion , . �•�., t �_ gf < �, '� . �. o ,';�to;n oF veams £or lovc
<br /> .:e.r<� . ,� , ._�,"Kt-<z-`r� _ -3 �_ . -�- _.. , ,
<br /> -- — -- — -
<br /> t -
<br /> - — or¢yu . a o �on� � , - — — -
<br /> J.•l'�l.j 4: � . e _ ____ __—_ . _. __
<br /> . � ; } Respedfully subm' ed,
<br /> PITT RGH TESTING ORATORY
<br /> �
<br /> a,:' ".�.`_
<br /> Distric nager
<br />
|