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<br /> Jim Douglus Condominium `'" '
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<br /> J. VAI7 19A1.LI3NDALL — 5�17I79: Inspected resteel and WYIP for toppin� slab, first floor
<br /> soutli� and supervised placr.ment oT concretc into same as follows: t,ype I� 6 sk�
<br /> 3J00 }:si� 7��" a��regate� supplied Uy lioss Sand and :ravel ai�d placcd at a 5" 81�P•
<br /> Fieathe., clear; i.emp� 50 to GG de�rees. CasL 3 test cylinders, �f5nne.
<br /> i,. ra�c.sori - 5/�l/79: sa�,piea LyPe S mortar for first llindersut��'GhDC �a�tir�t floor
<br /> walls. 4lortar joU mixed to a worl<aUle consistcnc,y. Cy � 2000 ��i 3�g" a�G•
<br /> Inspected resteel and supervised the }?lacement of ty}�e I, 7 �k� F" r
<br /> �;rouL in south half of first floor, first fo•.ir foot lift of buildin�, north half
<br /> ko m Sandmand Gravel.t Castr3 te�tu�-}ecimen�Wl/l;GU;Flui4catherstclearantemp,�PSped�by
<br /> GO de�rees.
<br /> 5. ➢UFtkE — 5/24/'T9: I�isj:ected restccl and wire mesh for nortl� half of first floor
<br /> Lopi'�in�; s1aU. Found nll steel per c�a drawin�;s. :i�mpled concrete from Ross Sand and
<br /> Gravel, 6 sk� 7�f�" aggregebe,••6;." slump, c,ylinder�, #/6ABC. Yumped Ly 1'acpiunp. Also
<br /> somF�led mortar, type 5, 1P.00 psi, joU mix^_d. Dlortar placed in secondilift of south
<br /> half of first floor GFIU and BMU wall�. Samples marked �!t•17AD0. I•leather, 3unny; tcmp,
<br /> 52 to 6y de�rce�. 4�' cubic yards placed.
<br /> G. 11. SANlloERU — 5�z9�79: Inspected resteel for first l.ift of masonry taalls� first
<br /> f!oor, north half of buildin�. Supervised p�.�ccment of t,ype I, 7 �k, 20�0 1''i�
<br /> 3�F�" aegrec,ate �rout in wall�. Grout supplied by Ross Sand and Gravcl and placed
<br /> �ait,h flui_d consisLency. Al.�o �ampled type S, 1F?OU psi mortar used in above deccribed
<br /> �:rall:;. Ca�t 3 ���t cylindera of iem�r�r62�da��Dee,and 3 tcat specimens cf �rout�
<br /> b`;;EAI3C. 1�7eathcr, parbly cl.oudyi 1 � �'•'
<br /> L. ,�f�-SON - 5/31�'7`)� In�Pected restccl fr.� cecond lift of masonr,y walls for sou�h
<br /> half of Uuildin�, fir:t floor. Supervisad tLc placement of type I, 7 sk� 2000 psi,
<br /> 3�6" ag�rc�;ate grout in wa]ls as mentioned. Crout. fureis���lE;00 R�iJmortar�usedrinel
<br /> and p7aced tiaith a fJ.uid consistency. Also sampled t,yp S, Y�
<br /> walls for no�th half of Uuilding. Cas6 3 tesL cylinders of grout, J/9nnc and 3 test
<br /> ;pecimens of mortar /f9DLF. l�Ie�ther, clear; temp, 45 t� �5 de�rees. llortar uscd in
<br /> north half, second lift.
<br />�. Ins ected restecl and 4n�lF for toppin�; slab foi• sccond f]oor,
<br /> ,i. c. cnxo�n+cns - b/5%79: F ,�r cit of liverett, approved plan:,. Supervised
<br /> south half of thc Uuildin�;. F�und al��� �,1 SY J1�P' ,,/�„ ��.Frc�atc, tiypc I concretc
<br /> �lacement of b� cuUic ,yards, G sk, 3 1%"
<br /> from Iloss Sand and Grave7.. Caet 3 test cylir,:lers� .>/'7ADC. 1leather, cloudy•and light
<br /> rcii.n; aniUicnt bcmp, 1+5 to 75 dc�ree:,.
<br /> ' ;i. IiU1U;G — 6/7/79: Insti,ected r•estecl for second to Lhird floor masonry tiaalls, first
<br /> lift, south half of building. All stccl?�e�o ��i droutnsu. ,�Se�e�viRoss�Sand1a�d�Gravel.
<br /> tirst to seco:id floor ccll� usin�, 7 sk, p" fS P} Y
<br /> �;;�;t grout sAmples ;1G10AF3C ond mortar samnles of 1E00 psi nortar, 1i��110AI3C. One mortar
<br /> evlindcr dama�ed in field. Wcather, �utin,y� temg� 51 Lo G� dc�rees. Grotib samples
<br /> also damaged.
<br /> , �. ����� _ ��1��']y: Inspect.ed resLeel. and WIQY in r�orth }�alf of second floor vera •e
<br /> sl�b and supervised placement of !i6 ciihic yards, 3000 lsi concretc in same at 5" 6
<br /> :;:cnp. Ca�t test cylinders, '-,'EiADC of /i sic, 7��" 3GGregate cor.cretc supplicd by Rose
<br /> ;;;�nd an� Gravel� I;umf;ed by F �cific Fu��l�. }�a problems. 1leat:ier, fair; temp� 5� t�
<br /> j': dcr;rce:;.
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