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<br /> �"� , Conitruction Inapcction O Rdated Teaq
<br /> Carlson �a�struction �c�glsultants, �nc.
<br /> P.O. DOX 2G7G2 — LAI:C CITY E+TATION
<br /> SEATTLE. �NASHING70N 00123
<br /> Pi�oNE (206) 304G�00
<br /> 3c—i959
<br /> DAILY FIELD II78FGCTIOIi RI:POStT3
<br /> D.1TSS COVE1t�D: ita oh irou h Jwie 13� 19]9
<br /> PItOTiiCT: Ji.n Dot�luo Condominium
<br /> ADDitESS: 34?5 Colby St., L•�rorott� Ida. �� � �i.„.
<br /> COI�TRACTUR �LaDcllnrto Conotruotion Compai�y
<br /> G. P. 1fII i01i - c . ,,�"I�t1bi L,ype S r�ortnr for firc;t, lift of G;;U �:;�11; in basc-
<br /> �.^;,t ar� '�. 1!ur�Lar �ua� joU rnixed i�y Diz�ord 1•1a:onry. ,Jcather� rain:7i tcmn, 3f'. to
<br /> 1,�� :?c�rr.es. Casi. 3 test cyiindci s, !%I;lA;]C.
<br /> . i�. �JIi:;ON - 3%3��79: Insl-r.cted restrel in CIdU v+alls, first, lift� l,a^cmcnl.. P'ound
<br /> ,�1. OF,, per s�.r:cs. Suj,crvised placement nf h00;J ysi Lrout in sa�nc. Cas6 3 tca6
<br /> �l::cimcns� //GL1HC. P�cuthr.r, l::�rt,ly cloiid,y� tcmp� 3i? i.o !�� dc(;rces.
<br /> r,��::';P.,1C'[t?R - 4�S�7y: Sampled t;y� c S mort��r for second lift of ccllar arca masonr;;
<br /> waLls. 4lortar is 1600 psi� at a iaor{:able consisl.enc,y. Cast 3 test cyl.inder�, �r�12l,i'�•
<br /> GOl;iinlCTOR - 4/9/79� Inspected resteel in ;,r_cond lift of cellar area maconry o-rallr,;
<br /> fou�:d all UI<, per specs. Samp]ed 3 test s3:ccimcns of ^_000 p�i� pca �ravel �rout at
<br /> a fluid consistiency. Grout supplicd Uy Associated Sand and Gravel. ldeather, cloady;
<br /> t^np, 3E to qG dcgrec�.
<br /> . uurer:r — 4J1?/79: z»:���tiea restcel and �aire mesh for s1aU on gra�9c for hasr_ment
<br /> ,l �oi• ovcr cellar betereen liner, li and F from lines 1 to 3, �n� 1�et4recn lines 2 and
<br /> v ±'rom lines D to F. Sul�ervised j.lacemcnt of �� sk, 3�4" 3�gregate, 1�:, calcium chloride,
<br /> �,C.?0 psi, G�" nlivap concrete su����7icd by AssociaLed Sand and Gravel and Puml�^-d b.Y
<br /> i,:,;ct Sound Fumping. Cast 3 test cylinder�, L��,A33C. �reather, rain; temp, 40 to
<br /> ��) de�;recs.
<br /> G. t4. SNNDPLRG - 5�3i79� Ins�,ecLcd restcel ond supervisod E�lacemcnt o£ t.,yi%c I, 7 �kr
<br /> ;;�Op p,i , 3�E3" a�ere�ate �rout in first four foot lift of r7,U r�all;;, ba�cment floo�,
<br /> ;outh Lalf of buildin;;. Crout ,upplied Uy Ro�s Sand and Gravei and pinced at fluid
<br /> cunsisLency. Cast 3 test sarnl�les, ��c3n�c. niso sampled �YI'art limear3Z1p00tP�iand.
<br /> job mixcd by Dizzard tdasonry as follows: 1 �arL cement, �� p r
<br /> G�st 3 test c,ylinders� �r�3nuc. t-ieat�,er, partly cloudy� temp, 59 degrees.
<br /> . VP��i 41p1.LGidDAEL - S�y�7`l: ���mpled tyF;e S� 1�00 psi mortar in Tollowin�; locations:
<br /> £i.rst lift of nortl� half buildin�;, basemen', level, and second lift of y;utcm'�alfti�o
<br /> buildinU. idortar is ,joU mixed. Cast (i s+mple� �ri4A-F• 1•leathcr sunn 1 � 5
<br /> i3O degrees.
<br /> .. 1;. SAWDDtiRG - 5�14�'19: InrpecteJ rc:,trci 1 op lifL ef i'sl'iU and Ct4U taalls at
<br /> elevation of basement 1.o first floor f�ir soui.h hall of Uuilding. Superviaed place-
<br /> ncnt of type I, 2��� P�ii 3�F'" �1;�;regaLe �;rout, in the walls. Concrete suTplied U,y
<br /> goss ��end and Glavr_1 and placed with ;luid consistenc,y. Cast 3 test ::pccimen3 /lC1�ADC.
<br /> p.so smn��led job m.ixed. t,y� e S, ]t'OJ j,:.i cc�ncrete usrd in top ]ift of [31dU walls�
<br /> basement, t,o first t]nor, north I�alf uf bi�il�li.nt;• C�st 3 tecb c,ylindcrs, ;�t��5noc.
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