My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
>
Address Records
>
WETMORE AVE
>
2801
>
BASE FILE
>
2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/1/2019 2:47:20 PM
Creation date
3/9/2017 1:04:21 PM
Metadata
Fields
Template:
Address Document
Street Name
WETMORE AVE
Street Number
2801
Tenant Name
BASE FILE
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
267
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
pG�t(STINg�4 pITTSBURGH TESTIf�lG LABORATORY � ° -�- <br /> e ,��.,, -,.. <br /> 0J � �:�q [sineiuNm �en � <br /> � (. � <br /> =0 826 N.W. 49th STREET., SEATTLE, WASHINGTON 98107 <br /> a <br /> '� �5 � MUill/.L PIIOTCCTION TO CLI[MTS. TM[ 1•IIOLIC /.NO nUR3[�.VC4. �LL PCPCRTS r.i '.1.�-�� <br /> ^.�.'. a Vh /.P[ SVIIMITTLV At iNC COHIIG[NiI�L �'P4�'[NTY O LIfH14. •Np AViM4N12AT10N Ordcr No. '� - <br /> C �'} � y I0111'VIi N Ot S MlNTS. COMCL.lI51LN5 UNr[AIP�CTS fPOM ON RCGAPOING <br /> �'Yf�R 4 O��,t� ou� nc�cros is ncscnvr.o vrvouic ooa wai+.crv �rvnovn�. <br /> Reporf No. � <br /> COHCRETE TES7 REPORT Client's No. <br /> � f � hr�� <br /> Date Moulded_ _��:_ �':_��•'_- _.-___ Reported � 6 6 �� �l_ � - -_ <br /> Project-�---�---�- -_Jlt ' _..�,!.�, V. .,r].�it;.C; --� --- -- - -- .. <br /> , � <br /> ---r. ., r _, '-sU;nrton <br /> . e„�,. ...a. <br /> � _ .. ._,. .-------"`-'------- -- -- ---- - <br /> Cunfracior ____i;.�,�,1,� Conatruction Co� __ _ _ . _ <br /> Reporred io- . �_c�rm3n Jncob�on __ _ _-- <br /> Concrete Supplier__����cc?.aced Sand � (3ravel _ _ _ <br /> Quantity Representedi2—_ Cu. Yds. Specimens made by G., Sandherg No. $ubmi t�1 d <br /> Lo�otion of pour (per informatian from job-site)1�-�5 �'�C._PaIIe1G� 1-II-1 ��Cl� 1-II-Z 1��--� <br /> — —�..-'�_t �_ ':�: ifg_on linr. � .. .��(jn . __ --- -- — — <br /> Sirength requirement _ . �i'_%�'__.. __.__ psi at 28 days Mix Design No.: __. _ . . <br /> - � -' - -� � -- - - - - -- `� � � �-- -- ---- --- � --- <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) <br /> Cement _ __. .__ _ Ibs. _ �[� _ ___bags Type�-' �' __ Brond — — - <br /> Fine Aggregate (SSD) - . _._ Ibs. Source. _.. . _ — ------- —� --- TYP�� -- - . . <br /> Coarse Aggregate ($$D)_ Ibs. $ize $ource_ -. _ Type:_ _ <br /> Coarse Aggregate (SSD) — Ibs. Size_��' ___$ource -_ Type: _._ _ <br /> Gals./ba Actual Slum In. <br /> Wafer Total ______ Gols. ___ __ 9; P--�Z- <br /> Admixture: Amount._ ��s�� ��� _ D2ir_y; - - <br /> �__ _ Kind_ <br /> Kind_ __ `'�'��h <br /> Admixturc: Amount =�' _��_��---___ .___ - _ En�r. Air _ °o <br /> Temperotures: Air_ __`F Concrete__. ___`F Weather FaI'tl.y CZOUdy _ _ _. _ <br /> Mixing: Central Miz ❑ Truck Mix � 1ob Mix � <br /> Above data obfained (rom: PTL Inspection � Projecf Engineer � Contrador � <br /> Concrete Supplier ❑ Other ❑ (Designate) . _ .— --- - -� <br /> Cyls. delivered to laboratory by: PTL :{�i, Contrador ❑ Engincer � Common Carrier ❑ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> -- -- � - -- - ---� <br /> SPEQMEN AGE IABORATOPv DHTF JATF TOTAL UNIT II REPORT <br /> MFRHINO OPYS NUMBEF �ECEIVFD TFSiF�� ILORD-POUN[JS LOAp-P.S.1. NO. <br /> i . _.__1__ � <br /> _ __ _ _ _ _ ' __-'— I _I— __' <br /> I �11 7 <br /> 4 r, � 6651 8/31 9/2 i 7-�5:�'��� t�o 3 �t <br /> ++ B 7 6652 8/31 9/6 'i 1�?,oO�J .'a,',�: I 5 I <br /> I 1.. C 7 GG53 8/31 9/6 lr!.,50� �;f1� 5 <br /> _ - � - ��' ' � -- -- - - i. _ _ � � �� <br /> _ �_ Doy test� previous�y rrporfed <br /> Remarks: _ _ ._ �_ � _____-��AIIpCfILc�ii.--':.. <br /> _ _ . _ � .��1 L1�.�.��4➢— ._.__ <br /> . ._ . � �.� �� �i• i _n^ r'i - i 17 --- -- - -- - - <br /> —_ ' - _ ���1, _—_. ' _ _- _ . .-_. -_ . <br /> . � -- Respedf'�Iy submitted, <br /> PITTSBURGH TE571NG LABORATORY <br /> .� <br /> A <br /> �strict Manager <br />
The URL can be used to link to this page
Your browser does not support the video tag.