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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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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
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Address Document
Street Name
WETMORE AVE
Street Number
2801
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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Z45TIMC PITTSBURGH TESTING LABORATOR�f ���..� �:�.-.. . -.. <br /> P6�` �.s��B <br /> mJ ���9 [51noLISM[A faol <br /> �' :0 826 N.W. 4G�h STREET., SEATTLE, WASHINGTON 98107 <br /> a <br /> � ns � .urue� nnormtiov ro cucrv.s. iNc ruvuc nvo ounsc�vro, e�� ��ronxs <br /> `''r, �'° ..nc s�nwi..�o �z ��< < rrior:�.i.� oAo��ar� or c�icr�*s. ��o �ut�cai:�+ior Ordcr No. 5E-4100 <br /> sCh',� .i� ron vunuc�nox roars wM�cs�n�vco�roHoirc oun wn�nrz�ge�raov�.P°cwwowc i <br /> <<RSaNO��� i rs r . . n � <br /> Report No. �Ey <br /> CONCRETE TEST REPORT Clicnt's No. <br /> Date Moulded__ �-Q`1��`�'� _ Reported �'�`��� ___ <br /> -�7ron�°.arol�o Paiz•,iag - <br /> Projed—_—__ _-_ . . -_-_-- <br /> At �L�;: 'ia3h. <br /> Contractor ----- ltlU�l CoIIE��— -- - .� -- ---------.-- - .--- -- <br /> Reporred �o._ ffc:a,�n Jacobcoa --- ------- ---- --- -- <br /> Concrete Supplier_ A3�a S:lIlc3 it QZ'3�'01 __ _ _ . . ___. _ <br /> Quantity Represented. �� Cu. Yds. $pecimens made by_ 'S�IIdbCY'� _ _ _ No. SubmiNed_3 <br /> north & oouthceator etrips of 3� ��' �b couth <br /> Locllopipf8pu7lp�`nformationfromjob-site)--_. - - ---- -- - <br /> dl.t I nd <br /> --_____ _ __._- _ _ _ __ . __ . <br /> Strength requiremnnt__._ ��_ —. psi at 28 days Mix Design No.: ._ __— _...—_— <br /> MATERIAL�PROPORTIONS USED=(Quontities per cubic yard oF concrete) <br /> Cement Ibs. __-_ --bags Type___-.Brand, . -__. ---- <br /> Fine A9gregate (SSP) Ibs. Source_ _.. _--__ Type:_ <br /> CoarseAggregatc (SSD) Ibs. Size � _Soorce___ ____--_---- Type:__ --.- <br /> Coarse Aggregote (SSD)__--- 16s. Sizc _$ource _—_— Type: _ . <br /> Gals. ---.--- Gals.%bag; Adual SIumP— -_�-In. <br /> Water Total ___ ---- <br /> Admixture: Amount __�_OE-p8T_t�[— _— Kind T6,rar_ _______— -- <br /> Kind ---_Po:.7G A16o 1?S CF�f+'7.2- Entr. Air °o <br /> Admixturr. Amount _ __�.�. j�YP.O�C- - -- - <br /> Temperatums: Air_ _ _. .— "F Concmte _. __°F Weather _ . _ ---- - <br /> Mixing: Cenirol Mix � Truck Mix [� 1ob Mix ❑ <br /> Above dota obtained from: PTL Inspection � Project Engineer � Contrador � <br /> Concrete Supplicr ❑ Other ❑ (Designate) -- - - <br /> Cyls. delivered to laboratory by: PTL � Contractor ❑ Engineer ❑ Common Carrier ❑ <br /> Cylinder Size G x 12 Inches COMPRESSIVE STRENGTM Area 28.27 Sq. Ins. <br /> SPECIMEN AGE L/BORATOFY �' ❑FTF I ���TE TOiR� � UNIT RFPOFt <br /> ___ __ _ ..- --- - __" <br /> RECEIVEO TFSTEO ;LOAO-POUNOS I LDAO-P.5.1. 1 NO. � <br /> ' � _—_....__--. — . <br /> MRRNING DAYS NUMBF.R � _ _ <br /> -__ _I � <br /> z1 n 7 � g343 , io�aII ��� iaa�. �� ?5�5� �70 � 3"� <br /> 2i � 28 , 081+2 , io�:�8 I a.a 7.a. � <br /> I 23 c ' 28 4�',4� � laa8 I 17.�-1y. <br /> I i �, I 'i <br /> � , � <br /> - , -- — � � <br /> __ __ _ Day tes}s previous�y reported <br /> RemarKs: , tn1 � IioL�Lan Jacob3Dil�-JT.-- - _ <br /> — - 2 Su�st oP bYd�s. - - - <br /> - --- -- - 2 Baugu,-Cone� -- —_ _ _ _ <br /> _ _ _ 2 F1'I. - - - --- - -- _ <br /> a'"= - - -- <br /> Respecifully sub i fed, <br /> PITT URGFl TES NG BORATORY <br /> ,, 1 Disiric anagcr <br />
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