3003 W CASINO RD BLDG 40-32 2018-01-02 MF Import

! `�� \ ,a�"��N°`,a, pITTSBURGH TESTING LABORATORY��w <��=.�.,F �'/: � nr�eu��io un oI1\- �"a 826 N.W, G9rh STREET„ SEATTLE, WASHINLTON 981�7 � I^yC�\. a' ��`y� .1 � M1IlV�L PI�O!lCli�]N ia fLi(Yl�. TII[ P11111rC �ND OIixS[L�[f ♦LL PII`[)xl6 MC lIil�M�i1fD 19 fllf CANsi[�INii�� pw(�PINfY (!f flifAlS Np ��}��nMi:lliON Order No. SE 9972 "\•�\y f01� VL'Ifl�C�linN r)f St�if4fhfl f(iMCI Vsin�19 nn I�ii��Cf9 1 i�q �ICG�1/piN6 ffqS�NOG�� oue nri�:.�rs is ni..i Hr�o r,rpn�eo oun wu�i.�r� �rr wnvn� CONCRETE TEST REPORT Report No. ��g A Darc MouldeA _ 12-14-7$ CI��'s No. D-A04419-0900 P.oi«r__ ___ _ _ Qoeing Everett_ FaCility _ Duildings 40-32/33 -- - - - At-- _ _ Everett, Washington ____ WO 8-E6282-6100-886019__ Co�ne«o� _ The Austin Company_____ - -- - -- __ ._ ---- --- ---- -- R�Po,r�dio____ _ _See 6elow _ - - _-- — -- ConcreteSupplier__.ASSOCldt2d $apd . & � - � -�--------------- raveL._ - Quantity Represented __N/A__Cu. Yds. $pecimens mode by_ _ ��7E�t ------ Location of pour T_unnel Section betwe_en_,p15,5___and u]6.0 � No. S�6m�rred.__3____ ---- - - - - . _ —----- --- -- - - ----- -- Irengfh requvemenf _ _4Q00 �- - �- ---�----- --- .--- --__--Ps i af 2B days - MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrefe) MI7( No.:_�la��_� Cemmr___ 564_Ibs._.__6 _ � _bags Type------_---- 8rond FineAggregafe ($$D)----�3�0__ Ibs. $our^e----.I_.__- — ------ - T>�'-- -- CoorseAggregate (SSD)_.._�.9�Q____ Ibs. $ize_�/Q___Source_______ "-- Coarse Aggregare (SSD) . __ Ibs. Size ---------Type: __ .—Sourc e-�---�---------�--TYPe c Warcr Totol----_250 1b5. —��(--- _ Gois.ibag — Admixturo: Amoun� _ __ _.__17 02.____ Kind _ POZZO�_{CIl_30CN Admialu�e: Amount______________ _ Kind __ H{gll EaY'ly POZZ0�1_Ch - - Above information obfained from: PTL balching inspeclion --� ---- ❑ Project Engineer � Canl�actor � Concre�e Supplier ---.-------_--- ---- [� Other ❑ (Designale)-- --. ------ — -- -- ---- - - -� ----� -- -�-- ---- -- ---�--_---- - ----— Entr. Air__ o Attual Slump__ - - In. -- �— - � �� ---- . . . __. . __ Temperofures: Air_.__, _-F Concret _ Ticket No.: __ _ _ p��Wcalhrr Mizmg: Cenrral Mix ❑ Truck �� NF�OIiJ�,�/j�ON SUBh'fl'ITED — .Tf3I9 LAB -- -- Above Site InFormation obtained Irom: PTL In � IES ONLY'j�7' �_I` T ` �1'EI� ��RF�r E�rt�� OF'CYIJ�UnAe�iro� � Concre i u t'; `� � L� Csiqnatc)_ Cyls. delivered to laborafory by: PTL Confractor �- ----�-- �"---�-- -� ._ .-. - _ - . . � ❑ Engineer � Common Carrier � � Cylinder $ize 6 z 1� Inches - -- - ------- -� � � -- COMPRESSIVE STRENGTH Area 28.27 $q, Ins. -—---- SPFCIMF.Y ♦GE L1BOR�TORY OITF I p• F I TOT�L -..- .. I _ _ � MAqNiYG O�YS I NUMQEH � RFCFIVEp TFSiFfi �CRp•POUN�1 LO�pH'P5.1. pyp p� 1 i � _— — � _ -- 103 A 1 i 10409 I 12-15 12-21 109,500 3870 109 A ! 103 B 28 10410 I 1-11 I 0 � 103 C 28 � 10411 1-11 � � � � � I l i I � n. � � ��;� � I / " � i � � h � � `—_ _. __..._ . ._._... . _ _ � . ..� • - - . . _ ._ . _ . . ___" . _.t.' � ' __. . . . _. _ ._ ._ T—ti__�_ ___.,..� Day tests previously �eported `.;`, . � '�5�� .. ,�� R�ma,k.:_These �ylinders were_nOt_COYered by any_insulating mat�ria_l . • -- cc ___.3_Boeing_Engr._.8_Const.�Attn�Larry_Glements_ __,__ z��. � — --- _ .LThe_Austin Company/Attn:_�1. 3etcrson____ . — - _-__l �l�q._ Dept._._-Ct_ty_of_Ever_ett_. --_._ _- ----_-._ —_--�`-�--- _ - - . - -- - 1. Assoc. _Sand &_Gravel__---.._--- __- -- 2 Seattle PTL - -------- Respecffully su6mlHed, PITTSB�RGH TESTINf• LABORATUR'f la ��--� ��-.� Seat�l Dislric�lanage�