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<br /> ,� `''�' Con�trwetiun lnspecNon B Related Tsm
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<br /> Carlson Construction �onsultants, Inc.
<br /> P.O. BOX 23762 — LI�KE CITY BTATION
<br /> SEATTLE� WASHINGTON 98129
<br /> PNON6 (208) 384-9500
<br /> 3c-195¢ �
<br /> DAILY FIELD INS'GCTION REPORTS
<br /> DATLS COVESN�s June 15 through July 24� 1979
<br /> PIiOJECTs Jim Douglus Condominium
<br /> ADDEES3: 3425 Colby St.� Elrerett� Ha.
<br /> CONTI?ACTOBs LaBollnrte Conotruotion Co.
<br /> L. NEISON - 6�15�(9= Inapected re�teel and supervised placement of type I� 7 sk,
<br /> 2JW pui� pea �ravel grout in brick walls, sacond floor� top lift� erid block walls
<br /> full height, csecond floor, eouth half of building. Grout pluced witli a fluid con-
<br /> sistency and eupplied by Ros3 Sand and Gravel. Also sampled type S mortar� �ob mixed
<br /> to u rorkuble conaictency in top lift� second Sloor� north helf of building. Cast
<br /> 3 teat cylinders, �{G13AIIC and 3 test cylinders �(M13ABC. Weathor, cloudyp temp,
<br /> 5U to 65 deQr�es.
<br /> L. N?�.SON - b/19/79: Inspected the resteel nnd mesh for topping slnb Sor south
<br /> half of thir3 floor and found OK. Supervised the placement of kB nubic yards of
<br /> concroto in same. Cancrete wns type I, 6 sk, 7�g" ag6regcte� °�" alump, pump mix
<br /> furniahed by Ross Snnd and Gruvel. Cnst 3 test cylinlers� #/14AHC. Weather, cloudy;
<br /> temp, 50 to 55 �;egreen. Concrete is 3000 pei.
<br /> L. PIELSON - 6�21�79: In3pected resteel in masonry wallo� firat lift� 3rd floor� south
<br /> half, and second lifr, second floor, north hnlf; also block walls, full height, cecond
<br /> Tloor� north half; Sound per drawin6s. Supervised thc grouting of sumo a� mentioned
<br /> above. Grout �n: 7 slc� type I� 2000 psi, pea gruvel with a fluid eonsicttency
<br /> furniehed by Ross Snnd und Grnvel. Also sampled typo 5 mortar, �ob mixed to u work-
<br /> able conaistenc;� uad used im m�3onry walls, first lift� 3rd floor� south hnlf of
<br /> Uuildin�. Caot 3 tcet cylindern� /JGISADC; and 3 test cylinders, 1fM15�C. Weather,
<br /> clenr; tec�p� 55 to 65 de�roes.
<br /> L. NIISON - 6�25�79: Inspected resteel und mesh for ,topping olab for north half of
<br /> third floor and found OK. Suporvised the placement of 493 cubic yards of concrete
<br /> in a�e. Coiteretc trao typo I, 6 slc� %�8'� ng�ragnte� 5" 31umj�, 3000 psi� pump mix,
<br /> furniuhed by Roa3 Sand and Gravol. Cast j test cylinders, ;�16ABC. A13o sampled
<br /> mortar used in i�nlla� �econd lift, south half, �.hird floor, �;R�116ADC. }leathor, clenr;
<br /> temp� 60 to UO degress. Piortur ia typo S, 1(300 psi.
<br /> J. VAN HAII.IND.aII. - 6�27�79: Inspected resteel for 3:d to 4th floor, north half,
<br /> firnt lift mn3onry wall�; found all per spec:,. Sumpled typo S, 1(300 psi mortnr,
<br /> !{6117ABC. Sacapled 2000 psi� tyne I, 7 sk grout, �lG17h➢C. Placed �rout und mortnr
<br /> into ubovo locationn. Y;cnther� cicar; temp, 70 to �5 de�rees.
<br /> J. VAM h'AI.LEfmAEL - 6/z9/79: Ir.apected reateel for musonry walls� 3td to 4th floor,
<br /> north half, second liit; found all por specs. Sampled �rout and mortnr ns follows:
<br /> 2000 pai� type I� fluid consintency, � ok grout marked ,flG18ABC� supplied by Rons Sand
<br /> and Grav'el; typa S� 1800 pai, aorkuble slump mortur marked �/id1E3ABC. Wouther� over-
<br /> cast; temp� 69 to 70 degrees. • ' �� ' . ,
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