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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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BASE FILE
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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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Last modified
5/1/2019 2:47:20 PM
Creation date
3/9/2017 1:04:21 PM
Metadata
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Template:
Address Document
Street Name
WETMORE AVE
Street Number
2801
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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e��"51N�,m pITTSBUi2GH TLSTING LABORATORY � � <br /> ��eOp [STwELISX[o IOnI <br /> :0 826 N W. d9�h STREET., SEATTLE, WASHINGTON 98107 <br /> a <br /> � r�5 � N1)�111L f�FOILCTION TO �LiLNiS. Twl_ e�t�LIC �If1 O�in�flV[5 '� • <br /> �`i `�ti •nc suaw�rrm ns r��- co.�rmunu� rnovin.. o curn.s ..�n .u. �rn�..�.on Qrder �`lo. �'...�.I r <br /> ^.` - a "� ron ouaucwnow or srniur��rs. ccvc�asious ca vrn�cis r�or oa n�.r..noivc `�� -�u7� <br /> N" ^�''� oon acron*s is rso�mco nc�oiHc oun wnnnr �rvnovn�. <br /> ��q5 qN0��� <br /> ReportNo. ]� <br /> CONCRETE TEST REPORT Client's No. <br /> Dote Moulded_ _ __.��19I��_ -__ — Reported ._-�!'L�— <br /> P�oied— - - �on_tlsrche Pzrking- -aciliLies-__- ------- <br /> A� ----�;`�3teZL�_"achinyt�n--- - - .- <br /> Cono-o�,o� ___ __ _gaugh Construotion_Company____ -__— __ ____ <br /> R�Po�+�d fo_ _ 1'orn�an Jacobson __ _ - - <br /> - - - - - --- <br /> Concrete $upplier__ A$�OC�d1iOC� SdIICI 8IIti 4PAY0�.. ___. . _ _ .._. _ — —._.—. _.— _- _ <br /> (Juartiry Represenied_ 7jCu. Yds. $pecimens made by_. _ _ G�_S8T1dbPS$_— --- No. $ubmitted__3 <br /> Loca�ion of pour (per information from job-site)_..._�l18_p.C. .IDj,.C-(JAI1L'Z.SOI' f1pZ'�;�7-Wfl.l.l� O� 8�8�P-n$ny-- <br /> __th�v_p�c, mid panel Tor u-sst w:11 of 3tair D, --- - <br /> Strength requirement _.. 3750 - - psi at 28 days Mix Design No.: __ _ ___ _. <br /> MATERIAL FROPORTIONS USED (Quantities per cubic yard of conaete) <br /> Cement _ ___ . Ibs. . 6��� _ bags Typc .iZI Brand . _ <br /> Fine Aggregafe (SSD) _ . Ibs. Source._ _ . _ . _ . __ . . . _. Type: __ <br /> Coarse Aggregate (SSD).__ - -- Ibs. $ize- _'/ Source___ - _ .. ._ __—_ TYpe: . <br /> Coarse Ag9regate (SSD) Ibs. $ize_ _}/11__Source _-___-----.-- _ Type: _ _ ___ <br /> Water Total __—_. . _ Gals. Gals./bag; Actual Slump_ �_ . _____In. <br /> Admixture: Amount __ .���1 AZ�@�S- — _— Kind ___TAI'CiZ------- - -� � -- ---- <br /> �i��9k_. Kind_. I�OZZO��1 Enir. Air__ _ °o <br /> Admixture: Amount_ _n_ . - - � -- � <br /> Temperatures: Air_____6�_"F Concrete_ _ _°F Weather_ _ .PgI'Y.]jr_C�.011d�- . <br /> Mixing: Cenirol Mix � Iruck Mia [�z Job Miz � <br /> Above dala obtained from: PTL Inspection [� Project Engineer ❑ Contractor �_� <br /> Concretc Supplicr � Other r] (Designate) _ . <br /> Cyls. delivered to laboratoiy by: PTL �'j't Coniractor � Engineer � Common Carncr i� <br /> Cylinder Size b x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> I SPEUMEN AGE LABOFNTOFY [JAiF C���iP I TOTRI UWIT REPOPT <br /> I MNFNING OAYS NUMBER PECEIVEO TF;Tff: �LO<O-POUNDS LOAO-P.5.1. NO. <br /> .. — _ --' _I— _ _. i _ - .---- —_._ . <br /> 13 A 3 7902 � 9/21 9/22 , 7�7s5� �510 25 <br /> , 13 B T 7903 i 9/21 Ii 9/26 I, <br /> i 13 C 7 T9oL , 9/21 9/26 <br /> Day �ests previously reported <br /> Remarks: ....i �TpYqrl&Ii.�jgppl3gpfTTdZ'�- � -- � <br /> ----- Z-SupLs--Df-'33.dgs�-- _ <br /> -- - - - 2-Bau$i Gor�strueLion- <br /> 2-Fi� - - _ <br /> ,..,_.] Rnspectfully su itted, <br /> PITT\URGH TESTINGiL BORATORY <br /> � <br /> }",�-o�_�=� �'G^„-- <br /> \ Dis'r 1 anagcr <br />
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