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7100 SW HAMPTON STREET-1 LNORTHWEST TIL'SI i1 '�G LABURAT`L/+R1LES 4115 N. MISSISSIPPI AVENUE PORTLAND 17. OREGON MAT(IIIALI INSPECTION WELOING CEIIT1/ICATION CONSTRUCTION INSPECTION GENERAL CONSTRUCTION !NSPECTICN All *,NG ►N YlICAI TESTI N6 IO,L TC1 fNG i;,'�1 LY REPORT CNLMICAL ANALYIIS IAC TLRIOLOaY Project: ,.C��.d1c�t�c1Y�E' (��e +r'�'i� — _ Engineer: Eff ---- v Permit No. : 3"Z + .�.� �` —.___ Lontractors: Mas.I uy: Location: a�` G `1a• 41'� _ Concrete:_.Yl � __ Date: jo — �'`"� �' S tee I:d..��•�u--- ��it'�''-'�s.�t' Time: r -- Mix Proportions: Compression Tests Pre-pared _ � �— Masonry Set NO. Ref. NO. _shim Grout Mortar Concrete.- Source oncrete.Source Ti cket No. _— Load No. ..r .__._. -_Weather J4,JA& QUOn.tity ----- r r Pour Location end Notes: ��; ":�:�tt�...- _,L.�41'%�3'�.�L.� ,Y2�••4Js*+.J Q..ir Xl��'�LL'LI ccr,P „uJ ,�ct•�,� Reinforcing Steel InspAction and Notes:__A_& AC cc: Inspector's Signature • C,ncre;-e Permit No. Masonry Permit No w sm NORTHWEST TESTIr:G LABORATORIES 4115 N MISSISSIPPI AVENUE PORTLAND OREGON 97217 Materials Inspection Phone: 288-7086 Area Code 503 Constn,cdon Inspectors 1 Physical Testing CONCRETE COMPRESSION TESL' — - Chemists i ESTER FORDATE V'unv' 7�>, t. 4 ! , Lincoln Preperti�:�► SUBMITTED BY John Bond +7 CERTIFICATE NO 1 1 403 9 CONTRACT SLUMP Tigar3 O fico complex MIX PROPORTIONS DATE MADE 2500 pcti eorec.rc�.te 5--28-74 7 sack mix. .yi P • J DATE R'?CEIVED 5-29-74 Pea ea gravel Willamette Hi 4rade CONDITION OF BTORAGE A5T1+1 curing TICKET NO.23364 AIR TEMP. 45" TIMF .I� 1 C'U YDS. REPRESENTED 2C LvAO NO. 1 CONCRET' TEMP, 6016 HrATHFR c^l�air AIR TEST DATES MARK a F.IGNr - `- �- LOCATION OF POUR v� — ---LOAD --_ AGN OUNCR LM. PER BO, IN. Malln along north nide Al Ad lsoo 7 days 6-4-74 b1.14. 1630 7 dbys Average 1615 � 7 my,, 6--25-74 6-25-74 475 26 11, I I Average 28 Asyrl I I i 2 ect t•incoln Properties I cc tparfte Masonry 1 .-- - city of Tigard 1 cc I Moffett♦ Nichol & 40RTHWKOt T TI Q LADORATOI►IKS , sls le .war w aas NORTHWEST TES ,INc-:; LABORATORIES A 1 1 5 N MISSISSIPPI AVENUE PORTLAND OREGON 97217 1Latenals Inspection Construction Inspectors Phone: 288-7186 Ar,:a Cole 503 Physical Testing — Chemists CONCRETE COMPRESSIONTEs'r fFSTFD FOR Linlcnln rronertiles DATE June 213' j.1,74 !'.IIBMITTEJ DY John non4 CERI IVI:;ATE NO 14 14 7�:. CONTRACT Tigar l Ottice C SMPIOX FILL MP L MIX PROPORTIONS 2500 Psi. (concrete DATE MAOF 6•-1&-74 7 eack mix Pea gravel DATE RECEIVED 6-14. 74 Pose. 1 bag per yd. 90URCE Willamette H1. Grade CoNnIT1ON OF STORAGE ASTM M cur inn TICXET NO. 138 ) AIR TEMP. 51a 10 T1 4E a.-OO an CU. YD9. REPRESENTED L.OAV NO. 1 CONCRETE -TEMP. 6gF' WEATHER Clear AIR TEST DATES MARK WEIQHT LOCATION OF FOUR L01- Aat POIINGR L01. PER s0.IN. 6--25-74 — - -- Myth walla Of l! bids. 1610 7 days - ;;_25-74 1725 7 lays Average 1665 7 Iny a 7..16..74 28 �9a}•!� 7-16-74 I lS drays I 2 cc: Lincoln Properties 1 cc s Pardue masonry 1 Cer City of Tigard 1 cc: Moffatt, Nichol i Ponney NORTMWIE T TI Q I A80RATORIES I_ WMU1q1qW-X4qM=TjLvF NORTHIVIST TESTING LABORATORIES 41 15 N. MISS ISSIPPI .i V r;NU E PORTLAND 17, '., REGON MAT/fiAL/IN,►[CTION GENERAL CONSTRUCTION INSPECTION W/Lola CtLT A-%ATION CON/IQUCT10N IN/►f CTION A�/AT:0N ►MAIC AI.797TIN6 CNtMICAL ANALT"I/ DAI LI' REPORT $OIL 'ESTI"° .1 T •A LTE IIIOLOaT / y i Project: �� 1 <(..J �'. �icri'LC 'r`,• — r L .nal leer: )11 s •' Architect: -_.._. 't � '►�L ;r 2 Permit No. : r� Contractors: l Masonry:,: Location: 1 Concrete: Data: --- < 3.►� �� Steel: - T I me: .- Mix Proportions: Compression Tests Prepared - Masonr;• Set I"o, ef. No, Slump Mortar___ Source _Ticket f�o.� " - _ _ Load No. Temp. -----.Weathe--aid_._ ,• �Lit1 Quantity___ Pour Location and Nvtes='� t ly/ �Lf J-J_z-- _ `v.-,( zd l��i' r�-� �i / dti��-- �— Reinforcing Steel Inspection and Notes:_ �r� �.zr''�*= �.•�r";�+'� ,,�r�,�,.► .iC:�h tj ,,� ��,>�` ' I cc, I lspector's Signnture Concrete Parrnis No, Masonry Permit No. 4 1 15 N M I SS I SS I PP I AV EN U E PORTLAND 17 OREGON WtLOINC C[RYI►ICATION NAT[RIALf INS►[CTION CONSTRUCTION INf►[CTIOM GENERAL CONSTRUCTION INSPECTION AffAYI NO FOIL T[fTIN6 PHYSICAL T['T1NODAILY REPORT C.I[MIAAL ANALYSIS , SACTtRlOL00T Project: Engineer: t--�---- �.. - - - Architect: ___ �'(�•:_� _�J Permit t-,!o. :_�z�`L�' �J� ` '`' �7 { ' ----- Contractors: ' � Masonry: Location: tom= Con crete:.ldiC ~ z i � , Date: �- _—__ ---------- � ' ' �y L•� ,.�,�, Steel:l Time: _ '' � ------- _.. -- — Mix Proportions: Compression Tests Pre red_ _ Masonry Sect No. R O. -Slump _ GroutK � 4d.c. Mortar_ Concrete -- -- --I- — ----- Source Ticket No.- ____ Land No.._=__.. •'r �✓+L�_Quantity_ Temp. ` Weather- _ � _ - and I totes: _ � _sLs' Pour Location �ij. .ltt�GC .ems ��1�Pre� ._�e�i��zs�...•..�� Cp�c�c.�'cc.�'t�e�,< ,r Reinforcing Steel Inspection and Notes: Lf"* �_:� ; llt ..- L2�-- �'`4�' L�c�^ =!�=' �1� ��r• l .L•. 1. i��C'. .+•,4., -G.h•f C �! � •r .Jei�.a--�y `S�' �jC I t% .s.1 -?A,Y�. V.•Ct�i - - - -�-: , r,��.t•L �t__.��4e js'cs ,Ct+— �� �"l` ���!•�: �'<•f l%`P.�.tcr�.�• — cc: Inspector's Signature Concrete Permit _--_..- Masonr-,, Permit No. _ __ r rfy OF `i'IGARD MECHANICAL PERMIT DATEFERAlT NO. Sz ,•w- RECEIPT NO. BY -- ^_ _e� --_ __ _ FEE 1A 1. Permit shall be obtained prior to cononencement of installation. 2. Permit shall be obtained for all. appliances which are to become a fixture to the building. 3. Relocation, replacements, alterations, or changes to burners and duct work require permits. 4. A1.1 work to be concealed must be inspected before cover up. New Installation H Replace U Relocation Addition Alteratian CONTR.(SUB) BUSICK AIR CONDITIONING CO. �.._. 0�9NERLINCOLN UNTItACTORS :;ACIP. SNC -- 7001 S.W.11AMPTON ST.TIGARD ADDRESS P.O. BOX 21-89, DUBLIN, CALIF.94566 WORK ADDRESS BUILDING C.•1 M� APPLICANT BUSTCK AIR COADITIONING CO. AIR ''ONDITIONI.NG/ SINGER; FRASER-JOHNSTON; TELEPHONE NO (415) 828-1780 FURNACE. - MANUFACTURER GAFFERS & SATTLER TELEPHONE NO. HEAT Input rating (Btu Per Hour) - _ Vent Size Flue Size FUEL OIL [_ GAS L__J FLI.CT U OTHER •_�. _��_.__ __•... �_ TOTAL SO. Ff. Top Floor 5,177 Main Floor 5,177 Eas,_ment GENERAL ITEM NO. FEE ITEM NO. FEE For Issuance of Ferinit_ 1 - 00 Doi1 ers Over �O Hp New -under 100,000 btu 1 ,00 Air Handlin � 10,000 CI�;�? _ yew - Over 100 000 BtuIt3ndliiwOver LO�UUU C,F_!�1 r, �ITOT 'urnace _ x+.00 �E�%a 7_at.j.ve Cooler �O i�—ja -~I'loo1, - Suspended T+�o _ vent Fan %t78 ,a� �l0?ita �:CO' 'Vent SvstYem ____-____. -- s rteueir - He'at <�c Coo)ing^ _4.00_ Hood __ }poi mere )11 er_ 3_rlp,. _ _ 4.00 Dor cstic Lnciner or _ -5-.S) �?oi�`1'ers 3 t0 1 H I _ 7. p -comm. Iricineiator �U.0 �?�1ers —!7 t -3 0 p --T^" 10,_00' Uther_Nat LisTed -3'•'� �0 � I1C5 o UO ------'i't11Zi.,..__ .-. - g.00 INSi)ECTGA IS COMMENTS w AFFROVED BY DATE _(,Q 1 1c�, ISSUED BY DATE Signature~4f Applicant ���^ i CITY OF `I'IGARD MECHANICAL PERMIT DATE FE MIT NO. __.Z o=��2._ RECEIPT NO. -- z2 z6 - BY -------=--- --- ----- _ FEE _ 76 v' 1. Permit shall bo obtained prior to commencement of installation. 2. Permit shall be obiained for all appliances which are to become afixture to the building. 3. Relocation, replacements, alt,?rations, or changes to burners and dict work rec•tire pel;»its. 4. Al? work to co concealed must be inspected before rover up. tie>,• I:�stailaticn __] 'tc1 1 ice ❑ Relocation ❑ Addition ❑ titer ation ❑ CCN.R.(S"B5 BUSIC\ AIR CONDITIONING' CO. O I ER_LINCOLN ^S)1$ACT0d-q qE LW jLF__LNC. --�- — �---� 7001 SW.IIAMf N ST.TICARD A1)Dr :,S$ kORK ADDZ"SS BUILDING C.2 APPLIC/':NT BUSICK AIR CONDITIONING CO. AIR CONDTTIONING/ SINGER; FRASER-JOHNSTON: TE'll-PiGNE NO. (415) 828-1780 F UTACE -- Dt0T iFACTURER, GAFFERS & SATTLER TELEPI-IONi 140. — �—' HEAT Input rating (B-tu Per Hour) Vent Size Flue Sizs T_ x FUEL OiL ❑ GAS U ELECT E C)TIiER TOTAL SO. tiT, Top Floor 8,082 Main Floor 8,082 _�— Basement ---7 GENERAL —t ITEM _ NO. I FEE w I TEi�i NO. [ FI—m For Issuarica of remit 3.00 Boilers Gver 50_iip_ _�N'ew --Under 1.00,000 L4tu G.i10 Air Handlingg, 0.0Q0 CFM — 24ia��w -aver10�1tSi1U'��iu � Air H�nri7 ing over 10 (00 CFMo�►tcnnf�.np —"� e Ccoler,anTod �I �j.;TfJc - tic r. '1'�tOI' Sfi Ifcr33 to— 1� 9 f�� ens ' to 0 Hp 10.00 Uther Not J_,is�eT— INSPECTOR 18 COT-MENTS APFROVED BY S _ DATE ISSUED ISSUED BY DATE Signature Applicant w w CITY OF TIGAI'tD MECHANICAL PERMIT IIERMIT NO. 2 �Q1_/jL RECEIPT NO. BY _. �.__ -------_ FEE 1. Permit shall be obtained prior to commencement of installation. 2, permit s11al.l be obtained for all appliances which are to become a fixture to the buil(ling. 3. Relocation, replacements, alterations, or changes to ruriers and duct work require permits. 4. All work to be concealed must be inspected before cover up. '�" Re _lace U Relocation Addition [] Alteration Cj ..•, . ���N�;I�LLNCOLN CONTRACTORS OF CALIF.INC. A Installation ion � p _ CONTR. (Sub) RU:iICK AIR CONDITIONING C0._—r 7001 S.W.NAMPTON ST.TIGARD P.J. BOX 2189, DUBLIN, CALIF. 94566 WORK ADDP,7-,SS BUILDING B.2• A DL I 'S S '—' APPLICANT BUSICK AIR CONDITIONING CO. — (415) 828-1780 AIF. COINDITIC.JING/ SINGER: FRASER-J00STON: TELEPHONE N0. FUIIVACE — DIANUFACTURI'R GAFFERS & SATTLER TELEPHONE NO. Vent Size Flue Size HEA1 input rating (Btu Per i� Hour) 0 _ I FUEL OIL C] GAS ELECT Ox OTI IER ------- 8082r1a1.n Floor 8082 Basement TOTAL SO. Ff. Top Floor ^� �._._ -.. -- Y GENERAL -- ITEIM NO. FEE ITEM N0. FEE 1 �.CO Boilers C�:er t0 Hp __ _ .__ 2-51-nC For Issuance of Permit_ _ - - - 2, NEwUnder�l(�0L000 Htu r4.O0 Ai.r Hancilin 10.000 CFM��.�, 1C�OUpn }it.u' --,- nn Airtandl. nt; Over 10000 CSM h3ew - Ov_er __ Cooler floor t �rnace _ - �C�O 'Eva ox�ative Floor �Susnd�d �yU�7 Veni_ Fan 7.0_J `Vent S��stem I. i;;0_C) Hood _ liailere leder 3_Np4.00 �Uomesti'c_ Incinerator— _A-o1I_e_rQ 30 1� Hp -- _7.51 -�otnm.Incinerator w �'U•U `cher- ois��d 3�•6 T 3 t0 �(t H� —1� �� �' TOTAL:" 7800 Bo fl e r 0 -�-- -5° --- _' --------_---- --- '_ Ii'SPECTOR' S C01TTENTS DATE IaSUFD I3Y _ DATE APFROVED BY �_ ___.__ - Signature o Applicant CITY OF TIGARD MECHANICAL PEPJ,1IT LATE PERMIT NO. T -_M/O�1V RECEIPT NO. BY FEE 1. "ermit shall be obtained prior to commencement of installation. 7-0 Fermit shall be obtained for oll appliances which are to become a fixture to the building. 3. Relocation, rep'-acementy, alterations, or changes to burners and duct work require permits. 4. All work to be concealed must be inspected before cover up. Now InstallatioReplace ❑ Relocation ❑ Addition ❑ Alteration CONTR.(SUB) BUSICK AIR CONDITIONING CO. Olgj'rERLurOLN CONTRACTOaCALIF• .—_—_—__- — ------------- BiT 771 P.O. BOX ?.189, DUBLIN, CALIF.945G6 7001 S ,.r.HAMPTON ST.TIGARD ADDRESS _ � � WORK ADDRvSS _ APPLICANT BUSICK AIR COND11'IONING t AIF CONDITIONING/ SINGER; ERASER-JOHNSTON; TELEPHONE' (415)828-1780 NO. FURIvACE - MANUFACTURER GAFFERS & SATTLER TELEPHONE NO. HEAT Input rating (Btu Fer Hour) _ Vent .Size _ _ Flue Size 1 FUEL OIL. U GAS U ELECT E OTHER �� ______ _ ..--...--__ _ •-. TOTAL SO,. FT. `Pop Floor M 5,177 P,Iain Floor 5, i 77 Basement --_- - --- G rNr,RAL 1TE,M NO. FEE r ITEM NO. FEE For Issuance Of Permit_ _ 1 x.00 Boilers Over 1CLHP__ r Jgew - 11ndcr 100,000 Btu _` _4.00_ _ Air }�andli.nr_10,G00 CFM r. Cl Now Bu` Over 100,000 t _ __� Air Handline Over_ 1.0,000 ( FM Pleor Yurnace i 4.00 MFvarorative_Cooler�� -J.C)( 1^all - Floor � ' uprndec? --_4 00 Vent Fan .�. eifa _ �•UJ_� Ven`t_sys_�_'e_m 0ft©nai.r- Heat & Coo3jn� 11.00 Hood 33'oers l'ider 3'Np 4.00 Don' C;_10 Woilers 3 to 1� hp _ 7.50 � C n7—n,~'Iric�nTTaator 1U.0( P6_71er-3 l5 to 3U Hp 10.0(7_ Uth_er N-ot-77_St.e� 13v 1ers 3O o 0-Hp_ X5,00 INSPECTOR' S C01171ENTS APFROVFD BY A_ DATE _ Gy-�S/7U ISSUED BY � DATE Signatu.,e of Applicant Ar Wr mff MW ■► w ..r+.i.r..,.....r- .r........... �r:..rr....o..w.wu..n..+.rw.a+rw CITY OF 11IGARD MECHANICAL PERMIT 6. PATE PERMIT NO- 7Y_IDJ-12' — RECEIPT NO. BY _ _�� _ FEE 1. Permit shall be obtained prior to commencement of installation. 2. Permit shall be obtained for all appliances which are to become a' fixture to the building. 3. Relocation, replacements, alterations, or changes to burners ani duct wcrk require per nits. 4. All work to be concealed rust be inspected before cover up. New Installation P-3Replace ❑ Relocation ❑ Addition [jAlteraticn ❑ CONTR.(SUB) BUSICK AIR CONDTTIONINC cq?,rANY__ ()',�i:aZLiNCOI,N C(�".TRACTORS (lp__ CALI~. ADDRESS P.O. BOX 2189, DUBLIN, CALIF` 94566 WORK ADD 1~.SS 7001 S.w.IWIPTON ST.TICARD U- ILDINc A.2 APPLICAN,r BUSICK AIR CONDI'" MT G AIR CONDITIONING/ SINGER; FRASER-JOHNSTON: TELEPHONE NO. (41.5) 828-1780 FURNACE - MANUFACTURER GAFFERS & SATTLER TELEPHONE NO. HEAT I put ratitlg ((Btu For 1-1011r) Vent Size Flue Size r) .� .._..._.__-_ FUEL OIL ❑ GAS tl ELECT U OTHER101920, 192 TOTAL Floor ion 192 Basement TOTAL SQ. FT. Top Floor ._ — __ --- --- . ���.._.....�.-. Gr,NEftAL ITEM NO. FEE ITEM NO. FEE of Fer mit 1 x.00 Poil ers Over _50 Hp _ ^5 For Issuarrc�O - - Aj.., Handling 10000 CFI4 � New -�t�na�r 1.00 000 Btu 400 5-j:_1 6— Over 100 COO Btu Air 1�ardl ng Cver 1�0�000 CN't!I New - 14.00 Es�a>aorative Cooler i•�) SI SP ded 00 _ Vent Fan ______ .._____.__�.---- — 7;UOT -'Vent 'Svstem �RIF3ne0�nsc�lreje•`rirs•s3�-�lIJ Hend se11soettr .3 NC1-Iiopo7T � - .0CHUio:ohde--�r- ;Ivnoct{_-n?-n-ei-rs_-iate-o_r.__�.._... .. _- _ 3-:0 s 5_in& 0-0- 0- 4 -0 U450 J�#t7_. 0 sti_YnciFra 'rDomearim.Rollers3t0.00 o30 n Piailera -_ 50 00 � �__ 1 INSPECTOR' S C01,1.1ENTS APPROVED BY DATE 6 -;2-q-7ISSUED B DATE Signature v Applicant r W � � # CITY OF TIGARD MECHANICAL PERMIT DA TE (� ��/ /^ PE101I T NO. 7���� rr� ~- _---------__ RECEIPT 110. BY _- __ --- 1v 1. Permit shall Ue obta —�-_^- _ F'EE _____�3� �?' - �'-'-1 fined _ 2. Permit s hall be obtained for°alioacommencement of installation, a' fixture to the building. ppli aces which are to became 3. Relocation, replacements duct work require P alterations, or cl-1enges to burners and 4. A11 work to be cor�pealodsmust be ins pected before cover up. New Irlstalla•ti°li �"� Replace L7 CONTR. BPSTCt� A,,; �c�;.l?iT.1u.�►,�, Relocation --________(AIIN At'y addition �� Alteration ADDRESS p'G. ROX 18y, DI BLIN CALIF. `- _.__ Ot4i� �1.1 .�l (1(�� �.,, 945oh � '' " � _ ___-------__._` WOPX AD.DZESS 7oo� s.N.F�+r�rron sr L n D Air Conditi r,in�� SIN .ER; AF✓1'LICANT H LVI 6INc A. 1 FRASER-.�OHn'STOn: — - F URn'ACE - MATI )FACTURLR ,AFFERS ," SATTLER TELFFITONE NO. (41-�? 8 8- 1 BSc, -----------__- TELEPHONE N0. ---- --- HEAT Input rating (Btu Per Hour) _ -�""`- -ti .________ Vent Size Flue Si,�e FUEL OIL ❑ GAS [j ELFCT � OTIiER _ _—__ ""�~-- TOTAL SQ. FT. p 3814 -----_- -�---- To Floor -- -. Main Floor 3814 I3 �s � —__�. _- em en GENERAL . ___—_ w--`—._..."_ "...� ITE: N0. FEE t ___._...�.______--�__._� _. �'_.-�.----, _ ITEM N�. FEE For Issuance_ of pe�•mi_t_ 1 New - ander 1�G OUO L t_u 3.UQ _Poi.lers Over r Ne'w - Over 1O0 OOC 1at,u �-- Aj-r IlandI.Ina HA M - '�'i 1.00 - _ lT -� i• Furnace - , �II Ai: Ji,�nd1 i i Over010C000 C ' 'awl - F'lo�r - Su �r ��cl -, -- -� • 0 -F:v'anora ti ve_Cooler�'_'_ F�� T ns�RITVr_nFi T-DD Vent Fan -- �.0 Flenriir - Heat �tc_Con7. n - , Vent Svs tem"`- .-""-- - -- _ ?...n Bo��' _�1;der }gip ;.00 - od ___� - _. y - .0 �oi'�crs' + -�;p 4.00 _;Domes'ti�Zncinera ��r, "'""�'^--s 3"�� Fa ,filers +_� to 30 Hn 7.50 �Gc�m n. IYnnc i.nei at°r�"-- y5 s0 Boiler p- 'o-�;0 HP_.-._ .-_ --,q-- 0- -ether ;lot Listed-'- 1U.0 -"".. - T OTA -'.., -' - L' _..,.._36.00 INSPECTCR,S COA,TIENTS .�...._ AFFROVED BY __.______ DATE -- „4 ;SSUED BY DATE ,� �/- , �--- S'.gli a t u r e cif + , -`_ ,�,..._--_.�.____..�� piicant 4115 N. MISSISSIPPI AVENUE PORTLAND 17. OREGON MATKNIALS INS►\CTIO. nGENERAL CONSTRUCTION INSPECTION WELDING CEA,I/ICAs: 1014 corr�ucnnN INS►icn:•+ Ai9AY46 NG ►NYSICAL TESTING SOII tESr NO CNS.01 CAL ANALYSIS DAILY REPORT BACTERIOLOGY Project: INtz, C"�' �'� ��/ Engineer: 0 1� , �� Architect: —. '"_g,- ' Permit Na. : 'I'_ �-{r' 1 /� %�. 4AC. Contractors � 1 «r� 1 �1Masonryz' ry. Location: z(i / '.! Con crate: _- .-ski,�r __.—..___-------- Gate: Time: Mix Pr portions: Compression _Tests Prepares' _ Masonry Set No. Ref, o. —Slump ----- -- ----- GroL.t-- Murlar Concrete Source --Ticket No.— _ Load No. to Temp. _- :. WeatherQ uantity Pour Location and Notes:£ � _ iwf D't .t _� � /L �x _�K/)i r i kw- I l .' •� _,�31L/ srcc..r L',, J r T -- - -- - � Reinforcing Steel Inspection and Notes: �L`�[[�1C.,'_f?t.- �dcC.`ta�i , �cL j(•�4d 1 L J .'rLt+D'`r' -�--_—._---•�-- cc: Inspector's Concrete Permit No.11l Masonry Permit No. �t • I v;,�RTHWEST TESTING LABORATORIES 41 15 N. M 15 S I S S I PPI AVENUE PORTLAND 1 7. OREGON MATERIALS INSPECTION WELOIIIG CERTIFICATION CONSTRUCTION INSPFC716N GENERAL CC)NSTRUCTION INSPECTION A,RAVINe: PHYSICAL TESI INCOIL TC,tINC. CHEMDAILY REPORT CHEMICAL ANALYSIS RACTERIOIOGY Z '�':.l5�-!' �f/`i"k � ! Engineer: t" 2:12 Project: `.L�'1,: �i�. r Architect: 6 Permit No. :..'-,' • Contractors: Masonry:l'i /. ✓�:►��cct, Location: :.r -- (,/ J Concrete:_.' r�l Date: ___'�" • _ Time. ------ Mix Proportions: Compression Tests Prepared _ Ivy-isonry Set No.—�- ` Ref. No. ^sllu�mp- Grput -✓�� :L' �� _—�— _`"�'�' �� _moi mac•-f�,c:�-��-���.�.� --- Mortar-____ Concrete Source _ '�- �_.----._Ticket No._.__ ` Load No. 4' _.. Temp. -----Weathe �/�L' (CffB�:�xr�--^Qdant'sty - -- Pour Location and Notes:e .1 Kfr1� iJ ureZZ A , 7E6'ErC.r► <Lp7�a� .r• r �¢►t�f u p ![•, —�,G.L '� au Q Reinforcing Steel Inspection and Notes: • /I cc: Inspector's Signature Concrete Permit No. _4 _ Musonry Permit No. - 1 _�_ NORTHWEST TESTING LABORATORIES 4119 N MISSISSIPPI AVENUE FURFLAND, ORCGON 97217 Materials Inspection Phone: 288-7086 Area Code 503 Conr-ruction Inspectors Physical Testing CONCRETE COMPRESSION TEST — Chemists TESTEV FOR DATE Lincoln properties June 19, 1974 FI-InMITTED BY John Bond CE.RTIFICA IE NOW z04 CONTRACT SLUMP Tigard Offic<� Complex SLUMP MIX PROPORTIONS DATE MADE 2500 psi cenr're:t4 I1unE 12, 1974 1 sack cement + 2 sah-vet is ll 4 cu. it. crushed TI Minus nATE RECEIVED Juno.. .13,1974 SOURCE f Jch mixed CONDITION OF STORAGE ASTM curing rICKET NO. AIR TEMP. O TIME 7-40 -40 CU. YOS. REPRESENTED V LOnO NO. CONCRETE 'TEMP. O -- - WEATHER '_- '.• AIR - –_ — TEST DATIVE MARK WEIGH/ LpCAT10�1 OF POUR La. Amt POUNr14 La. ►ER i0.IN F, 1974 Bond Beams and Verts, Bath Area I 1750 7 days G-•J.9-74 i B Bldg. 1920 7 da}e Average 18357 7 days 7-1.0-74 28 'day`' 7-10-74 28 Hays i 1 I 2ctincoln Properties 1 cc: Parl ae Maaon.ry 1 cc: City of Tigard 1 cc. Moffat Nichol i Bonney 14criTHWE T TI a LARORATORIM I M � r NORTHWEST TESTITNG LABORATORIES Al 15 N MISSISSIPPI AVENUE PORTLAND 17. OREGON MAT[w1Al/IN/►[(:TION w[•_p'MG CrNTNK ATION CONlT/UCTION IN VECTION GENERAL CONSTRICTION INSPECTION MfArIN❑ ►HY 91CAl T[l TINI: fUlt 7if fIN4 CHEMICAL ANALY41/ DAILY REPORT ,� /ACTEwIOLOC,Y Project •..�i tJ z��.( %���r�Jtj Engineer: _ ---- � ��� ` f Architect:—,.,-ILc':at2 .. F �. Permit No. :_'1t ��.: - it �-�� ,t.-,_d. Contractors: t Masonry Location: `Zi' tt••L 'ca �__ J Concrete: Pate: _�' +t. �`_ __ Steel: 4&u&,A6�v- Time: __,,—S Mix Proportions: _Comeression Tests Pre�oared Masonry Set No. ReF No. Grout - - >r.2E�r,t<.+11, ,soca:.Lc_ Mortar Concrete - - - ---- - - — Source ----Ticket No. Load No. Temp. �,7�-��_ ---Weathe Pour Location and Notes-_67v-4 _ - I � t ` r.c.c�t _Qt, �7J ` y /�f/G G 4 /�RL'1l�• //�tGLt!tc�=c Tt_Vf •rC�.cl"� tl� �,1'��'�[�!L�ric ��1.��- Reinforcing Steel Inspection and Note.- ffese 44 CC: 1t15K1eC`OrIS �JiC�natVre\ -��'""�T* _ Concrete Permit Fro. .-_.�_ Masonry Permit No. as w v v ■r NORTHWEST TESTING LABORATORIES 4115 N MISSISSIPPI AVENUE PORTLAND, OREGON 97217 Mateliala inspection Phone- 288-7086 Area Code 503 Construction Inspectors Physical Testing — — Chemists CONCRETE COMPRESSION TEST TERTED ,'OR Lincoln Properti_n:i DATE Julie 18, 1974 SUBMITTED BT John Bond. CVPTIFICATE NO 14,1258 CONTRACT Tigard office Complex SLLIMP Mortar M,X PROPORTIONS 1800 psi concrete DATE MADE June 11, 1974 1 sank cement -I- 2 shovels 3/4 sack lime DATE RECEIVED ,Tune 12, 1374 4 cu. ft. sand Rot)"Cr Work .Board CONDITION OF STORAGE ASTM CU! ing//��� TICKET NO. ALA TEMP. 700 TIME 12 :30 CU Y0a REPRESENTED ,.OAD NO _� CONCRETE 'TEMP 70� WEATHER Clear '� AIR TEST DATES MARK WEIGHY LOCATION OF POUR LOAD AGE POUNDS Lt. r[R •O.IN. C-18-74 Used in back area 'Bt bldg. 1800 7 days 0-16-74 1.830 7 days i Average 1B15 7 days i I 7-3-74 28 days 7-9- 74 28 days I 2 cc: Lincoln Properties 1 cc: Pardue Masonry, Tnc I cc : City of Tigard I cc: Moffatt- Nichol & Bonney MORT" T TI O LARORATORIK8 by-- __ ~ —`1---_ N0RTHW' ,1;;7l' TESTENG LABORATOR US 41 15 N. MISSISSIPPI AVENUE PORTLAND 17. OREGON WELOING CF071FICATION MATERIA'LS INSPECTION ASSAYING .:ONITRUCTION INSPECTION GENERAL CONSTRUCTION INSPECTION SOIL ICSTINO PHYSICAL TESTING DAILY REPORT °A"ERI°LOGY CHEMICAL ANALY41% Proiect: �1t ! tL ;1, .f s�rA•, . Engineer:__ Architect: ttli,J+ I�� LI � Permit Contractors: Masonr Location: 10- _ILl�.r C 'J�✓ y - Concrete: Date: -- 1 Steel:' Mix Proportions: Compression Tests prepared _ I—Set Ref! No. Slump Masonry -/� Grout r �L ,7� haLljWVLJ Mortar--�_--- -- --- _----- - ------ --—__—. Concrete------- -- ---� Source ___._Ticket Load No._1_fJo. ����_7 --- ` l�r 'r7�� Quantity 'L--- - - - Temp.�-_ � ..._-__._Weather. .-__.. - -��- - - Pour Location and Notes: ��!?t�u r, <t l rK. lttl t'� � ���'�• ��� Ea�.tev:'.�.' ��-- <?C ltf Q. i �.L�_<C ,���;�r.-.�-�--�� --� �/tea✓/ ,� `.�- /� ,a ��! �� .-A _L�`yetJ. V1�12l.Gri: �� �C L•i lZ Reinforcing Steel Inspection and Notes::.1 __-�L-=-;� OW, it 6l 10cls Wee Inspector'S Signature CC: Concrete Permit No. Masonry Permit No, --- ' ATOR, IES ORTH)�rEl Srr TESTING LABOR 41 15 N M I SSI SS I PP I AV E N U E PORTLAND 17. OREGON WELDING CEPTIPICATIOF/ MATENIAI.S INSPECTION AfIIAYING CON STRUCIION INSPEC-ION GENERAL_ CONSTRUCTION INSPECTION MOIL TE STI NG PHYSICAL TESTING DAILY REPORT BACTERIOLOGY CHEMICAL ANALYSIS ,7 Project: r / ' EI; ineer: - ' Arch'tect: / ' 'r�r' /�(. l Permit No. ...T>:2_--- � �.L------- Contr►lctocs: ,:Z% Masonry: Location• • �,"td#r �<< rLl.% u�__ – _ . Concrete:--? �..- Date: 1'� Steel: Mix Proportions: Compression Tests Prepared _ Masonry 5 e No. �� Ref. No. Slump Mortar--- - W_- ��-- Concrete Source __ ..___Ticket No.--- Load No Temp. C! _—Weather-' Quantity-_ Pour Location qnd Notes:_ yE1-. 1_5(l/ �.:.i. ���!•(.M! "Lf`1• �1' '�,�j.�l.�:r•1 �:IC.;'/l X t.1.�..�'• ��••'s-�:_ l�v���--/-�-r�if 4� / '? l?i�'Ll•�,�.,l�;.l,_.I/y��i�4?r'-'���T/T'� 1 — `r � L _ Reinforcing Steel Inspection and Notes- '`-`- �r Inspecto`� Sir nature Concretc PerR'i t hlo. Masonry Permit No. NE4RTH WEST TESTING LA60RATORIEE; 41 15 N N L,;ISSIPPI AVENUE PORTLAND, OREGON 97217 Materials inspection Construction inspectors Phone: 188-7086 Area Code 503 pec ors Physical Testing CONCRETE COMPRESSION TEST — Chemists TESTED FOR Linc.`'n P"ertles DATE 6-17-74 Made 1'y c,err rep. John '. Bond 140616 suSM17T[D ■T CER7i FICATE VO. CONTRACT Tiv d Office Complex SLUMP hIQrhw MIY PROPORTION[ 1600 psi concrete Rt C4 // 1;-24-74 C1ATE MADE 1 sack 4 2 shovels cementJ41/4J C)(� D 1 sack lime jq- DATE R SOURCE ECEIVED 5-21-74 work Rrard� CiTV OF T/�A l 0) ASUO CONDITION OF STORAGE TICKET NO. AIR TEM#.6„F TIME 4'1'`'^^ am CU YOS. REPRESENTED -'AD NO At r_ONCRETC TEMP. 50OF WEATHER Cloudy AIR TEST DATE[ MARK WEIGHT LOA` _- _ PUUNUR LOCATION Or POUR LDPER E10 IN. AOf I 5-27-74 kOPI`01enlative of that mortar used in 1940 7 days Mirth wall of A building this date 1910 Average 1925 i 6-17-74 I i 2610 28 days 2640 Averep 2625 lcei Moffa►►, Nlehol, Romney Ice. [ .r . Prtrciue 1cet City of Tigard N rtTFiWE TX471 0 LARORATORIM / NORTHWEST TESTING LABORATORIES 4115 N MISSISSIPPI AVENUE PORTLAND. OREGON 97217 Materials Inspection phone: 288-7086 Area Code 503 Construction Inspectors Physical Testing CONCRETE COMPRESSION TEST - - Chemists TESTED FOR DATE Tune 14, 1974 Lincoln Properties / to �.��� SU [1 BMITT! BV Made by �Johnni1 � CEPTIFICATE NO 140559 G� '+�` WW ALUMP ! P CONTRLCT Tigard Office COMPLex ��`� 01 r 00 MIX PPOPORTICNS DATE MADE May 17, 1974 ZSAA psi concrete .f �� (� {"i 7.0 sack M X DATE RECEIVED May 18, 1974 Pea Grovel Po>rrolith SOURCE Willamette Hi Grade CONDITION OF STORAGE �� �pqp NOA8TIR TE 95o TIMI Cu YDS. REPRESENTED 71GKE7 N 23172 640 26 -_ COAD NO. CONCRETE TEMP —4" WEATHER ovu•M§st � AIR TEST DATLE MARK WEIGHT LOQATION OP POUR N. LOAD AGE PoulVDll L1. PtR •O.) 5-24-74 I Nath r+alts In A building 1330 7 days 1160 7 days Averegal 1245 7 days 1 6-X4-74 3140 26 days 6-14 74 3230 28 days Average' 3145 ; 24 days t I i I 2 CC: Lincoln Properties 1 rc: Pard, f MGSOM►, irc/ I cc: City of VVerd NORTHWt T TI p LA00RA'rO1wIws 1 cc: Mo*farl , Nichol. 51 Bonney / NORTHWEST HWEST T11_ STING LABORAr�,LJ��1LJl..I� 4 1 15 N. M I S S I SS I PF I AVE 14 U E PORTLAND 17. OREGON MATERIALS INS►ICTION WELOING CERTIFICATION r ONITRIJCTION INSPECTION GENERAL CONSTRUCTION INSPECTION AIIArINO PN V1 AL TESTING Inll TEI TI NG CHEMICAL ANALYSIS DAILY REPORT IACTERIOLOGT � �s � I T � Project: _� UL, e t:'_L Engineer:-.,1 !( e►7eI., -- 1 Architect: `� - Permit No. Z-AW—�t�}' �1�r✓�.--..�___ Contractors: f _ J.� Masonry: Location: f`-���r cul- t��t uJ �I Concrete: '•_ �yL Date: .l ����----- — --- --- Steel:. Time: - Mix Proportions: _Compression Tests Prepared _ Masonry Set No. Ref._No. T Slum Grout Mortar- -- - . Concrete - --- Source ___ ---.-Ticket No. _-_= _ Load No. Temp. -- cl ---- Weathey/l�; � c? __ . . Quantity.--- Pour uantity.Pour Location and Notes:- y z + �pA ,jajt.Il�/. ' lr � ,� ,��� —�5•r�h' �'`�l - Arica, Ct�1 �:'`` (__ � lls[�.1L'sIi-L%�i� /V�'s� rrii.��`.S.c v. �/�••��� - ECct ►�E�1-� �'y...va �t__ le1w' -- — Reinforcing Steel Inspection and Notes: 419/ 161-C cc: Inspector's Signature"��`-- '�Lfc�L __ Conci ete Permit No. Masonry Permit No. '�,,.w'IYS1��L�,n'L'J',�.#,iN.Yrti6'idNYhiG4tA902tlN IIHMI;�YH�YI'N4a.MdiaWHLMM\w.w+xeuw. NORTHWEST TESTING LABOTJ4� mTS 4115 N MISSISSIPPI AVENUE 'ViED PORTLAND 17, OREGON JUN 14 99 Q MAT[MIAL!INSPaCTIOM fR1�t 01N4 Cf1111i 1C A/1DN CONirmuGTIoN IN!![CTIoN GENERAL CONSTRUCTION INSPECTIONC/Ty A!lA�ING PHYSICAL TILIlIP40 2JIL T$%TING CN6MICAL ANALT71D DAILY REPORT �/J F TOGA p 9ACTCHIOLOGY Project: ��`CLR(� t c�4 tt l�Q.�l� En ineer: r��"`_lc� ( K'� Architect: Permit No. :_'Ij`�Z�' --~ — } t Contractors: --- - Masonry:C - Loeati ar.: IX 1,00-717 e e �ti.. r. a*u___--- —C3 r Con crete: Dute: Steel:_' Time: - - -- - --- Mix Proportions: Compression Tests Prepared Masonry Set No. Ref No Slum Grout- ML.rtar_. Concrete --- -- - - - -- -- - - —_ —�. _ _—�.- - jource --- -Ticket No. Load No. Temp. Weather_(04N `�` -�__.._- _Quantity_.__ Paler Loco-ion and Notes: i =G � v Lt •h Q® %_-_ _ __ d Reinforcing Steel Inspection and Notes: CC: Inspector's Signature -�'�'''�`'`'!' �L`'`` _ Concrete Permit No. Masonry Permit No. ,LV7 _ NORTHWEST TESTING LABORATORIES 4115 N MISSISSIPPI AVENUE PORTLAND. OREGCN 97217 Materials Inspection 4115 Inspectors Pone 288-7086 Arca Code 503 Physical 1'esting CONCRETE COMPRESSION TEST - - Chemists TERTED FOR Lincoln properties °ATF June 13. 1974 SIIBMITTID Alf John Boad CF PT IFiCATF NO 141137 CONTRACT Tigard oflics C=Wlex SLUMP Mortar laoa p MIK PROPORTIONS psi concrete DATE MADE!Y-6—i7A '4 1 sack + s *bevels amomt 3/4 sneak liar GATE "CC 7 EIVEDG,, .74 4 am. ft. saw I SOURCE wo rkboard CONDITION OF STORAGE AS'M curiae$ TICKET NO AIR TEMn 560 TIME 4100 CU VDR. REPRESENTED �OAO NO CONCRETE TEMP gibA WEATHER R& AIR TROT bAT[b MARK WEIGMT _` _LOCATION OM POUR LVAD AA[ POUNDS LA. Pita so.IN. 6-13-74 Representative �! wAmtor used 1940 7 days 6-13-74 in north Wali B Bldg. 1990 7 d ys Average 1063 7 daps 7-4-74 i � 29 days 7-4-7438 days I i I I i 2. cc sr UnuOln Properties 1 cc-,, Pardue !masonry, Ise. 1 ec c City of Tigard I art Moffatt, Xidhol NOIRTHW! aTT1 4 LASORATO R1lS er NUARTHWEST TI, STING LABIGM12RIES 4115 N. MISSISSIPPI AVENUE ED PORTLAND 17. OREGON JUN °iNc [rpt�ru•noN NATEMALS INSPECTION CONSTIIuCTION INSPECTION GENERAL CONSTRUCTION INSPECT IOt��TY ^"" ,NG ►NrsICAL TESTI Na OF TIGARD L Tf.l rlNc CNENICAL ANALTSIS DAILY REPORT 'J 1 � ' Project: Ftp'.ah 1-� d� 6!,Orci,�6,s! EigIneer: lrl'r _Q .+�.;�rr� - ' -ry Architect: �r " 1 - / Contractors: Permit No. : 4', — - J Masanry: 4 ' � _- Location: f/1:.�= r��•'t '�,s-'�-�_� _.._ Conc,-ete:�Qgt Date: !- — ---- ? �,� Steel: Mix Proportions: Compression Tests pf.pNo. - Slum Masonry Sept No. Grout 1, - - - --- '- Mortar--_ — -- Concrete -- Ticket No. Load No. Pour Location and Notes: r 'L/• l'!. .�,'� Es/1►1nc./ tL7l Craw .J • Gc s1«.rr- �'�-�- �J � 11 , t�; ._ �� --- --- -- �4 L . L. «� Rcinforcing Steel Inspection and Notes:---- ' C«f"_1✓4 'L ' -rc.0 C 'i' ',L'' a '_ C�c: rJ�tu/av dot_. 4EEu L cc: Inspector's Signature -' Concrete Permit No. ---- Masonry Permit Nr,. ._ 4 1 15 N M I S 5 155 ! P P I AV F N U E P O R T L A N D 1 7. O R E G O N MATERIAL@ INSPECTION AELOINr. C[RIIrICATION CONSTRUCTION INSPECTION GENERAL CONSTRUCTION INSPECTION ASf AVING P., ICAL TESTI N4 @OIL T[STINC. CMEMICAL ANALYSIS / I ` DAILY REPORT � J NA C TE NI OL OGT Project: ._ 1•%� ,✓c�!,_ C'�?�c ' 1a/ _+ Engineer: Architect: .`•:I..ZLAkxsrcu_.}__u+, Permit i�o. :..�� Contractors- Masonry: ontractors:Masonry:� 1.� -- c �-C Location; -V�?"�4tLr� _ �� r / Concrete:._.,N4_ L_�dtm. ( . Dote: --- ---__��` ---_---- -- –----- .__ �f;- Time: -- Mix Proportions: Com ressior, Tests Prepared Masonry S Set No. Ref. �No. Slump –�_ Mortar- lnoa�ct `J 4— I ✓l!C{ _ Concrete Source7l_ ttls„cilL.=_ - .–Ticket No.� '_�- _ Load No._a-� Temp. Weather �' -.��_ _ Quantity 7 Y -- =-- Pour Location and Notes:_ _`tu `' Ztts . �Ae' s•� � �/ _ ) L� "/ ,fit•-..� Reinforcing Steel Inspection and Notes: --,tX_ ►'�z;r� �.t �,.� ,tt�- :_ ¢[ ,. CC: Inspector's Signature• `i Concrete Permit No. Masonry Permit No. �r +v LA BOR A .RIIS 41 15 N. M I S S I S S I P P I AVENUE PORTLAND 17 OREGON WELDING C[gTIi ICA PI ON MAT[NIAL9 INSPECTION A1lAY ING CON,TNuCT1ON INSP[cTION GENER;%L CONSTRUCTION INSPECTION SOIL TCBrING PHY,ICAL TESTING DAILY REPORT VA CTEP,IOLOGY CNFMICAL ANALYSIS Piaject: _� L/��—. t(�' �Ert. x ____ Engineer. -;1 �..1 i J Architect: Contractors: 7 Permit No. :__L -'`'�� 4 ' Masonry: --- Loca ti on: ` L 1 -- Concrete:�.ss?� Date /- L,�Jlri1/ S tee " fn Time: _ - '. Mix Prcportions: — —� Comp ression Tests Prepared_ Masonry Set No. Ref. No. _ SlMIR C - Grout Mortar__ Concrete —. Ticket No. Load No. Source cf&dA. Weather ' -'�-'��'`% Quantity_-_ ' Tem - - - — / �. Pour Location and Notes-___C149 Reinforcing Steel Inspection and Notes: E.leC �z � ' �`; c- Inspector's '�--- CC; Concrete Permit No. Masonry Permit No. ___ ISE/ w■ A I! IU NORTHW'=ST TESTING LABORATORIES 4115 N MISb-iSIPPI AVENUE PORTLAND, OREGON 97217 Materials Inspection Plionc 1.88-7086 Arca Code 503 Construction Inspectors Physical Testing CONCRETE C-1IMPRF_SSION TEST — — Chemists TESTED TOR Lincoln Properties DATE )urge 10, 11974 .pIBMIrTED o*f Made by John Bond, our rep• LEPTIFICATE NO 141026 CONTRACTTigard Office Complex SLUMP 910 MIX PROPORTIONS 2500 pat cirout cyladers DATE MADE 6-3-74 7.0 sack mix c Pea Gravel DATE RECEIVED 6-4. 74 Possdlith "D"RCE '•-illamette Hi Grade c:ONDITION OF STORAGE ASTM curing rICKEr NO.23516 AIR TEMP. 5V TIME 8:00 CU VD9. REPRESENTED 1s ,OAD NO I CONCRETE TEMP 1650 WEATHER Ovem... AIR WEIGHT LOCATION OF ROHR LOAD AOt TEST DATES MARK POUND" Lt. 'tR •O•IN. 6-10-74 I Kath v&11 82 Building 1820 7 days Southeast wall 81 Building 1770 7 days I I i, Average 1795 7 days 7-t-7428 da-.•s 7-1-74 28 days i I I I 2 cc: Lincoln Proportion 1 cc: Pardue Masonry, Inc. I cc: 04, of Ticaard lcc: Moffatt, Nichol 6 Bonney NORTPWIF T TI O LABORATORIES l � NORTHWEST 1 ST TESTING LA]N. MISSISSIPPI AVENU E1---0441RII.]ES 41 ,� PORTLAND 17. GREGON MATMRIAL, INMCMCTION ~ 4 14YJDIN4 CCRTAMMAEINa CONlTRUCTION oN INGO""," GENERAL CONSTRUCTION INSPECTIOW/Ty -T CHEMICAL ANALYa DAILY REPORT OF Tl�j'R '°I` CHEMICAL ANAL VAIM � QAC\CRIOLQO\ Project: h �'n En ineer: r K.F..G� _� Architect: ---lLaf)VdeA_4--,w �Y __ Permit No. :. _. ' AI r `. Contractors: , , Masonr Location: � 7. �t ctrl •L�. ttuJ y — -- Concrete:?/�-,-Z-WL Date: Stee l: itw _--- Mix Proportions: Compression Tests ,L re r Masonry Set No, of. No. Slurr►p Grout IF Concrete Source -------_--=— _-- -.._-- _ --Ticket Load No. - - Temp. - ��`_-- - - Weather . Pour Locati n ;In Notes: - — �.�.__��..��{�.-:_2?'•• __ �'_'�'`��� (fit c��.—_--------- ' � \ �!%•�fes, �j� /4,L_ �., __Sl����.._.:�____L•��c•c�cC1«Z��.-.-ks''-f��t..E'-._l_�3-/��-���--4�,_y" � `' /'_� _ _ IYQP .J[+ is — 7J(--L�1�'s!- /�} ita ���f•C�l LCC(. KA./)c / ��cr� 4e. Reinforcing u - - �-- _ Reinforcing Steel Inspection and Notes: °� ///. sus.' .% �y. ,C�l_!t►�j2�_� , cc: InsF� Jtj!42;ctor's Signature � j-- Concrete Permi' 1-40. .� Masonry Permit No. ,-_ _ 4 1 1 3 N. M IS S I SS I PP I A%/ EN U E PORTLAND 17. OREGON WELDING C[RTI/ICATION MAT[NIAL•INIr[CTION rONfT1.UCTIgN IN[r[CTION GENERAL CONSTRUCTION INSPECTION A6OAYING fO1L T[5TINO ,NYlICAL T[2TIN6 DAILY REPORT _ ucicMroiocr CHEMICAL ANALY719 Project: h-c ln, c�J�— Engineer: � - ( Architect: --- � '�ck'► , Permit No. Contractors: /l J � t.Aasonry:� 211tf�!� :�� ----- q�1a Location: Concrete: Date: r'1"�1 �l --- --- --- -- �- Steel: Time: __ -.. -— -- ----- Mix Proportions: Comp ssion Tests Prepared Masonry Set No. _ ef. No. Slurn — Grout-- --- -- Mortar- Concrete -Mortar_Concrete Source -- -- ------ —.-_ Ti eket No. --___---- Load No. Temp. �liG' __�_—._�WeatherQ —_- - _ _, Quantity ZJ) P-)ur Locati n an j Notes:UJB',. w - --- - ftil � It� �['.".-J"� •�,e<<' �••- � ' . ' .. _-1,�a�.e`�.e�C-L_�_ Cjd2u1`'h/et?_,�_— — .—. t �� � �rf,.�r,;rrltcn :� ,, �'re4__���,�,����e ��t����u_u��r l�'i,wl�e.,.�.t--�-_�•- er- Reinforcing Steel Inspection and Notes: �°'�_� t'� -�' ,a�L4 cc' Inspector's Signa ture * JIM '��` ?t��[- Concrete Permi► P'o. -_ — - Masonry Permit No. _ --- -- NORTHWEST TESTING LABORATORIES 4115 N tAISSISSIPPI AVENUE PORTLAND, OREGON 57217 Materials tnsaection Phone: 288-7086 Area Code 503 Construction Inspectors Physical Testing �r CONCRETE COMR66f6 N"81T - - Chemists Jun 10 i9 4 Tf STED FOR GATE Lincoln r>rot-erties jjGARb Jun® 7, 1974 9U8MITT[D MY Oily OF. Minds by John Bond CERTIFICATE NO 14QR6t; CONTRACT Tigard Office Conplex SLUMP Hamar MIX P10OPORTION[ t, 1.13'00 psi concrete DATE MADE Msy 30, 1974 �2 x -4 morta�rYcyls. 1 Sack. +2 shovels cm*nt DATE RECEIVED 3/4 sack line May 31, 1974 SOURCE 4 Cu, ft. sand Markboard CONDITION OF RTOnAGE ASTM curing TICKET NO. AIR TEM►. 11M[ C1' YDS, REPP.ESENT[D "" 7145 ,OAD NO CONCRETE TEMP. WEATHER ', AIR TEST DATES MARK WEIOH'r LOAD ►ouNDR _ `LOCATION OI FOUR ----- Ls. Pan so.ON. AGE June 7, 1974 RepresnntlLiVe of that mortar 1890 7 days uaad in Rn" building 1971 7 (Inys Average 1930 7 days 20 lays 7--?7--74 28 days I 2 CCs Lincoln Properties I ce t Pardue Masonry I Cct City of Tigard KORTHWE T TI Q LANORATORIKS X ace 1blistt, Nichol i sowrr F 41 15N M I S S 1 S S I P P I AVENUE P O R T L A N D 1 7. OR E G O N MATC111ALS INSIt CTION WClO1N8 Ct11Tt/IC A710N CON4TPUCTICN INSPtCT10M GENERAL CONSTRUCTION INSPECTION AS.AVINa N ► YfICAL 197TINC LNt MICAL ANALYSIS DAILY REPORT S"1` r"TIN` ACT lulol.oav Project: o' 44 - Engineer:-[vi PJ -� Architect: ...___ Permit No. ' _. ' 11,0L Contractors: ? �� Z4Masonry:6 Location: r Con Crete:_1 Date: -!�- t ' ------- _ - - - 1 Steel: , Time: --_-_..-- Mix Proportion:: Compression Tests Prepared Masonry Set No. A Alf. No. p -_ _ Slum I Grout Concrete----- Source oncrete__v _Source --- _Ticket No.___: Loon No. t / Temp.___ .-_ �_-__ . -----_-_-_Weatherer=-�-_ _ _Quantity-- ;-.-- _-_ Pour Locat�n ani Notes: U J R1� ! - --��! �(.t��GctlL —�-lSitC1�i_L_--- �^�/q.Y(, �,-�c� .±-Y. �_<4•���-�_ iz aQ_. Reinforcing Steel Inspection and Notes: ( f'YtV •odd�'•���' '• _ _ cc: Inspector's Signature Concrete Permit No. 1 Masonry Permit No. .o NORTHWEST TESTING LABOR S 41 13 N MISSISSIPPI AVENUE PO RTLANO 17. OREGON MATCRIAL!I14t►tCT1ON LRTI/.CATION �ONITRUCTION IMtR6CTION GENERAL CONSTRUCTION INSPECTION C\�'� tole SSAIIN� CHEMICAL TrSTANALI c DAILY REPORT CN6M1!'AL ANAL�RI• •ACTCRIOLOGY Project: -)L`i2,t .1 t �r (' Engineer: Arch i tett; Permit No. �i-7. l'i r c�&Ad� --- ��^ ---��-- Contractors: 4-f- T� ----- Masonry . Location: �+ �- �` _� �..- ---- _ / Date: �• �J Concrete:-).La/ �'� lLi��� � Steel:4",oo Ze Time: - Mix Proportions: Compression Tests PreFared Mrlsonry Set No. Ref. No. Slum_ Grout Mortar rk � !_' �+�• j.ce, � /37 ConcreteSource - -__-. ...____.__- --_-�.- ..__ _Ticket Na.___. Load No.�.;�_.. n Temp. f -� _ _Weathe - ��±tctGskt,?'uantity__-____-�---------- . Pour Location and Notes: 4 '"t'1 ., Yk _ !��' l�E I 'L�/s�.CC� tG !l _61"UGL 11 r T - '.tt4 -t�-- -.�e�'''t�'ZCs��d!c[���._�. ! a ���=�.�c:"�jt� �!Lt�C�fa��!_.Lr���... •,s� �ati'!c'' _ . i 11 +iL"1 l� lti^! •GSL`!� "•_t1G�[iL, ���..r'✓"q�_ Reinforcing Steel Inspection and Notes:,r1�`,IC�� " •�fls�tt�t�__._1�S��s�tlf�!_��L_�-'L�JJri'Zdtf1'1vr*'_ ---- _ - ___.�_.__� mss , cc: Inspector's Signature Corcrete Permit No. _ '�• Masonry Permit No. M wf NORTHWEST TESTING LABOR AT9*1N_. , 411 S N MISSISSIPPI AVENUE �, PORTLAND 17. OREGON \`�\/�, MATERIAL/ :N/PECTION �/ W[L[]I I.G ` t). N CON/TRUCTION IN/ ETI SCON GENERAL CONSTRUCTiON INSPECTION AHA' NG "Hy ICAL T►/'TING ��'� s�<<i������ CHEMICAL AN ALT71/ DAILY REPORT G Project: �r,'%1.:, �1; ��7ic�c?E:, _ Engineer �,' a i Architect: Permit No. :.'L� _� '' ! �� -�1i--- ---- Contractors: �_ ; Masnnry:� TC_ 't- U Location:.4 z l � et4.sf! �4�vi- Date: �_��?i!��7�_ _�.._ ,•�'. /�� � { Steel: acfi�✓ [ j,� - _ Time: �'T" Mix Proportions: Compression Tests Prepared Masonry Set No. -Ref. No. Slum Grout. �� t'Cc�.c .clues LQ _�s•Lr aGt< - Mortar __--- -- — --- Concrete- Source oncrete Source -_____ _ __- Ticke' No.--__- Load No..._.._ Temp. _Weather[�'�1 -6''�-.rr�- Quantity -_- __---- Pour Location and Nntes: _�__------- �_�•��_._____. _.-fy-_ 4f} � --- ------ E__ _ YJQt�c _ 1'4 ` u s�z` _�� _ r�_!e2�•. _�f�£e�I�j--��'[_f1Lr-�L�dl� �'' � .��'S.�__ 1 Reinforcing Steel Inspection and Notes: le�iae ...1/ /LC 1 S' L��r:�tu-w%���.�_. I�( L _�al� /'Z'•'rt'',�'�.' � ��'L!.'['!< P �:'n-♦;.'1"- > ' 1'Ti/r= /it�7,+i'„((� .>•.re Allr' !['C�• -�5.•=•K--,y;�GF:`C,Gee __.�i'!:'L�,L”-S__ r i[!{ �,; .kr'Y L/ rl.I !ia_-f�,t�e r.• ," �.y�i�:` � ,���t/ . Lr,z�(� .a.z�.�.F,'�_t'�=-.1-`=K�_S�_/.�_s_.— cc. Inspector's Signature `t ` -- Concrete Permit No. Masonry Permit No. — NORTHWEST TESTING NG ILABORAT(MakED 41 15 N. MISSISSIPPI AVENUE PORTLAND 17, OREGON 1 utJ u 614 -TRIALS IN,►[CTION WELDING CIEPTI/ICATION COV,TRUCTION IN.►ECTION GENERAL CONSTRUCTION INSPECI-ION PHYSICAL Tr,TING CI. Y OFG2 +; CMCNIC%L ONALT,I. DAILY REPORT l RACT[RIOLOGT Project: %J'1.A 6 L% dl-C �_4-U &Z Engineer:__D� Architect: Permit No. :! '� �' G t?� —2 Q1►.lL Contractors: I - __ _ Masonry: Location:. _ S Date: .�_ �- - J Steel: �.�' L Time: --� - ------ Mix Proportions: Compression Tests Prepared Masonry Set No. R_eF. No _ Slump Grout Mortar. Concrete Source _Ticket No..—_-_- Load No. A Temp.. --��' _—_ _ Weather ! ---- --_Quantty_---- ' �Pour,kocation and Notes: . ). - -- -- -- Reinforcing Steel Inspection and Notes:-7 t/,�yt. '. ? - t1-� f==e a �Lt:�- �l 11 1 cc: Inspector's Signature r� Concrete Permit No, Masonry Permit No. 07-- : R� sv swl NORTHWEST TESTING LABORATORIES 4118 N MISSISSIPPI AVENUE PORTLAND, OREGON 97217 Matcllats Insr•ction Construction Inspectors Phone ..,d6-7066 Area Code SO:i Physical Testing CONCRETE COMPRESSION TEST - — Chemists Lincoln Pr TESTED FOR pperties MATE June 4, 1874 BUBMI'FTtD of Mode Mn the Job by rohn Bond CERTIFICATE NO 140859 CONTRACT Tigard Office Complex SLUMP gin MIX PROPORTION9 9500 psi concrete DATE MADE 5-28-74 [7.,.70 sack mix Pea CCravet +grid Pozzolith DATE RECEIVED 5-29-74 SOURCE Willamette Hi Grade CONDITION OF 11TORAGE ASTM curing TICKET NO. 23364 AIR TEMP. 450 TIME 9:00 AM CU Yn9. REPRESENTE7 23 LOAD NO 1 CONCRETE 'TEMP WEATHRRV� -i AIR ttET DATE• MARK`.—`-T- POU 409 y. LOCATION OF FOUR —- - —� L11. t•<RA O.IN. A05 6-4-74 I Wells along north side Al and A? Bldg 1600 7 days 1b30 7 days •V ar 980 1615 7 "Yo L-25-74 2b days 6-25-74 I 2e days 2 cr.r Liracoln Properties 1 cc: Pardue masonry , Inc. 1 ccs City of f igard I CC: kloffstt, Nichel & SOMW NORIHWK T TI 4 LAUVIRATORltsd / y NORTHWEST TESTING LABORATORIES 4115 N MISSISSIPPI AVENUE PORTLAND, OREGON 97217 Construction Inspectors Materials Inspection Phone: 284.7086 Area Code 503 Physical Testing CONCRETE COMPRESSION TEST - - ChenTist� TESTED FOR ief DAT[ June 3, 1974 Lif.!ltCQlh ?lOp�r``` Maas by our rSQ• CERTIFICATE NO 1QVr,Lrr�� O9 SU13MITTED BY Joh. land CONTRACT Tigard O!liae 0mr1twx SLUMP 4„.3/4. MIX PROPORTIONS DATE MADE my 6, 1974 300o Yui aa�ncrete 1h• mm, rise aggre. DATE RECEIVED May 7s • 1474 SOURCE R,it CONDITION OF 9T01AGE �.M � .ice� ing TICItFT NOA+-2565 5 lliY AIR TEMP. s70 TIME ft10 ,ACU. YqS RFPRF_SFNTED 31♦ LOAD NO CUNCR[T[ 'f[MP. dh& WEATH[Rt ' AIR J WE16H'f _ -- LOAD AGE TEST DATES MARK PDUNDR LOCATION Off'POUR LIS. PER so.1N. 5-13-74 28.1 sl&b Ion grade north side 1600 17 d ays i l"Jing OC" 29.2 1730 7 days >A�arya 1706 7 days 6-3-74 2420 26dayr 6-544 x�.s � 56 days 7.1-74 I V�,O A 7.3 3-01n pre"rtiee 1 cc, p nr'iuo Kareery a atlsc. 1 0<- rity "'e TigWd NORTHWE T TI R7{ LABORATORIES 1 cc? moffatr, 1ti�s1 a NORTHWEST TESTING LABORATOBIES Al 15 N MISS I ;:SIPPI AVENUE .ORTLA NU 17. OP. EGON MATEMIALS INSPECTION WELDING CERTIr ICATION CONSTRUCTION INS0Er1ION GENERAL. CONSTRUCTION INSPECTION A/7AVIN. ►HVSICAL TESTING SOIL lLS iI NO CHEMICAL ANALTSIE DAILY REPORT , 1, �,�•� •AC iCPIOIOGt Project: - �� le'1664'C E''rrc,L�'C. T Architect: Permit No. : 3_:� 6k, 0 Contractors: , Masonry:)- ,,,� Location: IF ._�''�t� ca/ liter tit. Concrete: Date: 45_)Lte_�_ _ _ — —�_ Time: �— Mix Proportions: Compression Tests_ Prepared _ Masonry Set No. Ref. No_ _ slump v� v- Mor Concrete Source ' �L _ d_�� __ _Ticket NoFS � Load No; ,. Temp. r~ � i _- Quantity ___.1 Pour L_oca,ti on and Noltes: _� � ��d<< � ietL �£/'`�CC��C_ a6�____�� . I �.�.t-lir! f_�y2�t _��!• �-, r�'� /c��� _�t'�'�cKtr�t_ d k4%xtiC A1C' .GwNjew a z .;e �✓ s�, ? _ Reinforcing Steel In ectioi and Notes-. c:s� `(''C �4 '���. ��' �-� to f l�I _moi r<f ,r�,cLf .t"A Cc: w 1F ��C�P In-'pectoris SIGnature �� �, t 4Q _-- V Concrete Permit No. Masonry Permit No. NORTHWEST TESTING LABORATORIES 4115 N MISSISSIPPI AVENUE PORILANU, OREGON 97217 Construction Ins Materials Inspection Phone: 288-7086 Arca Code 503 Inspectors Physical Testing CONCRETE COMPREE'SION TEST — — Chemists s Lincoln Properties DATE l p T[/TEL - � Bond 31/ 1774 SI/BMITT [D ar Made by John CERTIFICATE NJ office CONTRACT Tigard office complex SLUMP ,,A,, Mortar MIX PROPORTIC.N9 1800 Pei concrete OATF MADE 1 sack plus 2 shovels casnt May �. 1974 N 3/4 Rack lime DATE RLCEIVED 4 cu. ft. sand f'1aY4, x974 SOURCE Norkboards CONDITION OF ...RAGE ASTM curing TICKET NO, AIR TEMP 450 TIME 8:00 AM CU. YD9. 'tEPRESENTCO ..TAO NO. � CONCRETE TEMP. 500 WEATHER Sun" AIR w[IONr LOCATION OF FOUR -�� LOAD AGE TEST DATES MARK POUNU!1 Lt. P[R 00.IN. — —� 5-10-74 S. E. corner A bldg. 820 7 days 815 7 days j Aver"Is 815 17 days 5-31-74 I 7360 ,28 days 5-31-74 2260 28 dayi i Average 1310 28 days I. i � I � 11t=Pad 2 ccs Linc-31n Properties 1 cct Pardue Masonry 1 act City of Tigard 1 act Moffatt, Nic4iol S Sonny NORTHWE Yi4T1 O LASORATORI[\IS BY-- Construction Inspection 9 Related Tens Carlson Construction Consultants, Inc. P.O. BOX 25752 — LAKE CITY STATION SEATTLE, WASHINGTON 98123 REPORT OF CONCRETE TEST SPECIMENS PHONE (206) 3e4-9300 Date Molded: �`�2� , 19 74 Job. No. ''P- 22 Client: . :.iixoln Project: _---- A.rdress: _110__S. Contractor: Li=1ii--a=t,of f i f_ Sub-Contractor. �__— Van Lem Concrete Supplier —RUgs­181Eknd .-qAnd wnd t1.rri'1Le1_._ Cost by: Weather Cla. Y Temp. high: 60 Temp. low: Location of Concrete Placement P1-t:"•Cl11Celrrer' � l� nilet rot�rn in Al g.. A and Strength Requirement: 000 PSI 0 _ 8 days Slump: a„ _ Cement Type: __ I No. of sacks: � __— Entrained Ai- a Admix, Amount:___ _—Brand: Admix, Amount: -_,1Jt,/fik^r_—Brand. Z•Peocn�_ Coarse a size:____ 1 99• —._ Type:_.._ _. �IT1�}VQ],_.—. _— Fine Agg. Size: Speei nen Specimen Test a Register Dote Date Total Area Unit load Report No. Type Days Number Recd. Tested Load PSI No. 30 A 6 x ?.2 - ? 4464 6-5 -- 56.000 - 28_,2 i 198) 58 30 B 7 4465 ---.57!30 6 _ ,00 28.27 182 7 C8 30 C 28 X156 - 0 6-26 E6 000 28,E 3040 61 D 28 441) 1 -3�0 6-26 8 _ G�L - -, 2.20 61 —30 E tic 16 - '85-3()T6-26 81A,rw 28,27 _ 1_30 -A-?--- 0 F44 Q`_`�^}0 ___L d_ - __ 92.500_ 23. ? 3250_ —.61 Remarks: _ TrM k fi-1Q!— -oket it'2062-_ 12';- cu. Ydsa Cos Van Lour TrFv-ara anit Johnston -- --" floss Island Ti and ?31dg. Dept. Mo fatt Nichol. and Sonne CLIC -� dea.ttlo J 81 Form No 1 2.69 --- - ------- ----- FRANK W. CARL SON Contitruction Inspection QI Related Tests Carlson Construction_ Consultants, Inc. _—' P.O. BOX 25-152 — LAKE CITY STATION SEATTLE, WASHINGTON 98125 REPORT OF CONCRETE i EST SPECIMENS PHONE (206) 364•1*500 bate Molded: ___572?_ 19 i4 Job. No. Cr "`���.__.__ CL`fv� Jj)tj 1 , D Client: ___ Lincoln Contractors of Californias — 01`011-f: TI.gard Offije Complex OF Address: 7100 S. W._ Heston - -- - --- ----- _— -------- Contractor: Lincoln Cont. of Calif. ___ Sub•Contractor: _____ Van Lom Concrete Supplier: Rose Island Sand and Gravel Cast by: 4. He Jordan Weather:—__Cloudy ___ __ Temp. high: ___—_ 60 Temp. low: Location of Concrete Placement: Placing 4" concrete slab toilet room in Bldg. A and Bldg. B. ___ — Strength Requirement: __ 30G0 PSI a -- 28 _ days Slump: 4" _—.— Cement Type: I _—_—�_.._-_ No. of sack,: ___ _5___ .___--_ Entrained Air Admix, Amount: ----------. Brand: ---_____--___._._ Admix, Amount: _2Lg _'___.-2•and: Zeccon _— Co.srse agg. size: 1 't Type: Gravel —_Fine Agg. Size: ------ .Specimen Specimen lest 9 Register Dote Doto Total Area I Unit Load Report No. Type Days Number Recd. Tested Load — -- PSI No. 30 A 6 x 1z T 4464 5-30 6-5 56,000 28.27 1980 511 30 B 7 4465 -- 5.30— 6-5 _ 51 t 500 28.27 1820 ,'8 30 C 28 4466 5-30 6-26 _ 22,.27_ ---- . 30 0 _ 28 -4467 5-30- 6-26 — 28-?7 30 E Hold _4468 5-30_ _ 28.27 — 30 F !told 4469 5-30 -- 28.27 ---- --� Remarks: Truck #30; ticket #26632121 cu. yde. total ccs Van Lom --Y—_-- --- --_. _� --_ -` -'1F-ra-vere ani--Toy ne on Rose Island _ -- -Ti-ard Bldg.Kept. --- _ -- - -------._----._.--- ------ -. Mofatt llichc>1 and Ba rine CCC - Sreattle ,n Y an 1 Form No 1 2-69 �— FRANK W. CARLSON NORTHWEST TESTIN G LABORATORIES 41 15 N. MISSISSIPPI AVENUE PORTLAND 17. OREGON MAtI-VIAL/IN[,PlCT10N WILOINC. 1APTIFICATION C"Y 9TDUCTION IN1Pl CTION GENERAL CONSTRUCTION INSPECTION A1•ATINW PNYIICAL Tl1TIN0 sOtL TE dTINO CNEN ICAL ANAL rsll DAILY REPORT l p. •.�T1111GLC6T Project: ��/' n {_ ' ' u ' / Engineer:- Lt --- c Architect: Permit Contractors: Masonry:iAL _-- Location:-17Z Concrete: Pal Date: !r✓ )�l ' . ti' Stee l: '_-- �l�lv�, Time- Mix Proportions: Compression Tests Pr ed Masonry Set No. Ref. No. Grout- k" At- C4 I/z- Mortar— _. ---------- ------ .__—.—_ _.r — ---_-- Concrete---__--�__ Source Ticket No. ;�a���f Load No. i � Temp. t _ ✓!Z_E`�-- --C�uantity..-__ �_�'_ _---- --_ _—.N,Bather_ r Pour Location and Notes: —`��`ILd[t��.tf�C`iC�1e�l�� ,its 1C�"�__-'G`�."�e'�j_-__��/L4�1�/1� i ' ��• 7.�<.G� CC ;�G�.___.__ Reinforcing Steel Inspection and Notes:-142- �"� G-` Xd, t ' Jrr :�;'d--- --- — - - -'------- -- — GEIVEt MAY1 1914 �� cc: Insrpector's signature CITY Of TMARD Concrete Permit Ho. Masonry Permit No. '' __ FIIHWE'ST Ty NOR ,STIN(GLABORATORIES 41 15N M I s S I s S i p p I AVENUE P O R T L A N D 17. OREGON VA71[RIALf IN!►[CT'ON P-91C L "ST INSPECTION GENERAL CONSTRUCTION INSPFCTION W[L[11 Nf. C[R,I S IC AT,CN ►MYlI�AL T[lTINC A!lI�ING CM[MICAL ANALTl1! DAILY REPORT '°'L ""'N^ � 7 Pro ect: / ,�ry RAC T[R,OI OG♦ Engineer: f�' �b�jZ, �,• - Architect: ttt2EabLLj��� Permit No•, : .�- �J f .��(�( ; Contractors: Masonry Date: Concrete: �a/•'� x:71 _ Time: 7ac� �hr - -- - Steel: Mix Proportions: _Corrnpression Tests Pre red Masonry -R_--- __ — Set No. ReF. No. S1urn- Grout-_ --P ---- Mortar _-- - Concrete ---- --- ------- --- Source _- Ticket No._- Load No. r Temp. ------.Weather('Zudx Ouantity_ —r-. Pour Location and Notes: �i� +lc".u�c•K� _ / _�i a �y �' , / �afn SLI ,, rw _s Rei, Forcing Steel Ir:.,ection and Notes: - ,v '1� %,4p 4/ .wT f- - /j /I_�• �fCr�7Tt !�c��tc`1. �__�` ✓t'�t-f�A L� ' .�"e'�l�i—s���_Lt` 1�[.[( ����7' Csc��i'• �rYXf 4a�51�-�=C� •'�C.' ,v;��L1rl ar.•�_l�!?'� . --_._ —���.`* __—_..------_-�.__"-�.. t •' /�_ .1�/�'I.�.' /kms" ✓..C';.�[G�C 4R.�-[� � I cc: TIGNRD - 7 G,tv nF Inspector's Signature`-- Concrete Permit No. Masonry Permit No. _ �� N\ OR, THWEST TESTING LABORAT011RIES 41 15 N. MISSISSIPPI AVENUE PORTLAND 17. OREGON MATERIAL• IN•PFCTION WFLOING CFRTIFI•ATION CON:TRUCTION ;NSPRCTION GENERAL CONSTRUCTION INSPECTION ASIA Y INC. PNT ICAL TF/TING lOIL TESTING CNIMICAL ANALTRIF DAILY REPORT /� .A C'rFRIOLOGT I Proiect: _ r�1 i% 1 '� °' l Engineer- Architect: Permit No. : ' � '�`1G �I '(',.A, �^ Contractors: j� � � hh Masonry: Location: �-�,-�� I.._-_.�.-cT_.—.A_ Concrete: Date: b� �4• `'� Steel: Time: ._' Mix Proportion,. Com-+ression Tests Prepared` _ Masonry Set Na, _ - Ref. No. S�U, Grout Mortar i Source — _— Ticket No. -__- __- Load No. � r Temp. _ Weather_ {,_ _ Quantity Pour Location and Notes: C�Z'Uc! �' C^.t.Lt,L, -__ _fi.tt•. r. d'-_ .0 _ _ -- ..- -- Reinforcing Steel Inspection and N� 'es: V ,cr IV - - --_— MqY 3 Ir-srectcr's Sigr tyre k iZL�_ A 1C^Ls�•� Concrete Permit No. Masonry Permit No. W "WA M Construction Inspection 6I Related T.•:s Carlson Construction Consultants, JnC. _ P.O. BOX 25732. — 1_AKE CITY STATION SEATTLE, WASHINGTON 98125 REPORT OF CONCRETE TEST SPECIMENS P,,oNE (206) 304.9500 Date Molded: 5"20 , 19_ :4 Job. Ns. . OP-22 Client: Lincoln Contractors of Cali.f•7rnit) ` Project: Tigarc 0"f .re Complex ---- I Address: 711" S. We Hampton, Ti:pard. oreg< u Contractor: Lt.wyln Cont,, of California __ SuL-Contiuctor: va"I L"'m Concrete Supplier: . R'-'88 Inland Sand and Gravel. ----- Cost b C, Nn Jc,r(l:)n Weather: Cloudy Temp, high: +_5t� Temp. low: 4,' Loc,3tion of Concrete Placement: )�' 'r Qr `�nGretc t;i2.l -- Bldg, Cj and C2 Unes A D/6­8 Strength Requirement - 3000 PSI 0 M __ days Sl.jmp: _ `40 Cement Type X No. of sacks: !-_� Entrained Air Admix, Amount: `,Z' Brand: Prt ""I --- Admix, Amount- ------ -Brand: ' Coarse egg. si xe: _Type: - Gravel - ---Fine A99. Site: —�i Specimen Specimen Test 0 Register Dare Dare Total Unit Load Report Area No. Type Days Number Recd. Toned Load PSI No. 29 A 6 x 12 438 5..,21 5 2; 66,000 3e27 23.)0 ?� 8 4388 5•-21 `i 27 65,,300 :?Be 27 2300 29 C 28 _x.389 5... l 6—%7 112_,000 28.27 3960 60 29 D G8 ?-390 5-%1 6-17 110 ;4^ '1 2?' 3430 60 old 4391 5-_21 6..17 113 �;iC 2C.27 ^lC; 6U Id 4392 --��1. fi-17' 112,500 28.2 x980 CO Rem,rks. Trur;IC #3')_ 1t �4'26Vf ;JFI. cru. yd:j. tot%l cQ: Travers and „ohns t )n Rces island Tigard Bldg Dep-t. - — Tan. LOM -- --- — _— — _ Moffatt, fiiohol, and. Bon,tey CrC - Seattle ] olk No. t 7.69 -- - - FRANK W, CARL SON IN qkk 4111KA Construction inspection & Related Tests Carlson ConstrucAp( ,001i su tail ts, Inc. -- P.q. BOX 25732 -- LAKE CITY rTATIOr` SEATTLE, WASHINGTON 96125 PN SNE (208) 384.9500 REPORT OF CONCRETE TEST SPECIMENS Date Molded: __Z Q---__ , 19_'14._.__--_ Job. No. ---�''' "2 Client: _-' ! incola Contractors of Califc rnia-_ - -- ---- -- ._-_ .om lex - — --- -- - --- — Project: r Ti.aarr. Offioe �_— -- --- --- -- am tan a d J� Pr. - - --- — - Address: 71Q; S• We ._k.__ s_Tl,g- ' _ -- -- -- --- - 4 Li �co1n Cunt, r.f California Sub-Contractor: Van Lom Contractor: ---- - ---- - C. H, Jr_rdan_ Concrete Supplier: Rose island Sand and Gravel =, Cast by: Cloudy --_____ Temp. high: -__ E' Temp. low: 4u— Weather: -------- -- _— pja7ing Orr uorcrete slab K Bld�� Ci and C2 lines A--D/6-8 and ---- Location of Concrete Placements _.--._-_.-------------------- �3CUU _. -- -- - 'SI @ __ 28.- _- days Slump. Strength Requirement: 1 _ —___ Entrained Air -_--_-- �. Cement Type: - ___ No. of sacks: -- 5- 2 ose 7secGn Admix, Amounts _ —__------ ©rand: - --.Admix, Amount: ._____._ _ brand: - yt OruVel _ Fine Agg. Size: -- BY d$,----- Con,se agg. size;: lA - - -Type:Type: - Gravel — -- — - - — Total A:eo Unit Load Repot Specimen Specimen ?oat 4 Register Date Dote PSI No. Type e Days Number Reed. Tested Load rive __ _ .-_ _�9 —A 6 x 12 7 4387 5-21 5-27 66 000 29.27 2330 2� B 7 4x88 5-^21 _ �2 6 .000 _ 28.27 200- 2 2 C 28 _�13� -21 6-1 ^8 -- �9 _ 0 28 4390 5-21 6-17 28.27 -29 Hold 43 1 21 287-- 2 F Hold 4392 5-•21 _�L - -.—2 2 - -- Remarks: Truck 1101i cket ^c: rTrvxers and Johnston - - --€oeR IeJ.and -- Tigard Bldg. Dept.---— - - - - Van Lom Moffattli Nichol and Bonney CCC - Seattle FRANK W. CARLSON Form No 1 2.69 ww ww NORTHWEST TESTING ]LABORA1`0RIES 4118 N M :SSls51Ppl AVENUE. PORTLAND 17. OREGON WCI.IINa C[F11►IC AY ION ♦/TfA'INr. "AT["'ALf I"f'[`Tla" GENERAL CONSTRUCTION INSPECIION :on. It I CON1T11 11CYlON INfP[CTION ■AC fRFIOI OaY /N YfICAI T[1TINa DAILY REPORT /nJ CM[NiCAL ANALYfIf - / /� ��,,r d.�f �[�C I' 6[6[6[---„LLLJJJdwu►. _ Project• �( (.' t�C C'�1itc ( Engineer: - - Architect: r Z;t” (�c7 " Contractors* Permit No. :�_-- � Masonry !-- — - — Location: Concrete:_�'! �'(aLi� - -- �_ Date: __ L(tc! _ � - — — CJS' Steel: __��' Tri Time: _- _ __.. " _-------... Mir. Proportions: Compression Tests_ Prepared �t Set No. Ref. No. Slump__ Masonry GrOUt Mortar—_ ----- --- — --- -- Concrete.-- _ ---- --- __� -- �— --- -- - — Ticket No..X13 Load NO...L..�-_._• Source � �E,�cuC�..._- ------ ---- -� WeatherQuantity--- mm �c/S�' ` .. -l�---_------- Temp. ---- — --- - Pour Location and Notes: 1M-''` ----'t'� t i J A- t_fA u/t ' .JZ�li��� ,nom`- '_� t- rzbv16d r r - --- - ----- Reinforcing Steel Inspection and Notes: ` / _ 4e tf 7( d cam.. Inspector's Signature - � cc: Concrete Permit No. - -- Masonry Permit Nc. -- .Ir w w NORTHWEST TESTING LAF30RATORIES 4115 N MISSISSIPPI AVENUE PORTLAND OREGON 97217 Materials Inspection Phone: 288-7086 Area Code 503 Construction Inspectors Physical Testing CONCRETE COMPRESSION TEST - -- Chemists TF/TED FOR Lincoln Proportion ic..0 ,JVED DATE May 15, 1974 Y T_L,.. j UiV 10 1914 9B 1_I16TTEn "Y Meade by John Bond CITY OF TIGARD CERTIFICATE NO. 140330 CONTRACT Tigard Office Complex SLUMP 7h" MIX PROPORTIONS 2500 psi concrete DATE MADE 5-8-74 7.0 sack six Pea gravel GATE RECEIVED 5-9-74 Pssolith SOURCE Willartts Qi Grade CONDITION OF STORAGE ASTM curing TI[KET NO. A,IN TEMP. 4S" TIMF. 7t45 1:.0 YD5 RFnRF5F,.NTFn 27♦ LOAD NO 1 CONCRETE TEMP. 6S" W@-THEN cloud AIR - --- - -- - - -. .--.—- ----- --Y --- -- ---- -- TEST DATES MARK POEUNOS LOICATIVN OI POOR PCX LOADDIN ADE 5-15-74 Walls alonq "A" buUdir:q F i a 120 7 days line south wall pl -s lrcn 12' 1110 7 days to top aui. Average 1290 7days 05-5-75 I 2775 28 days 2705 23 drays i llrit'Me 1740 20 days I 2 vet Lincoln Propoerties 1 act Par,lue Masonry 1 act City of Tigard 1 Cc: '44iffatt, lichol a benwey NORTHWE T, TIM% LABORATORIES BY -- -- Construction Inspection & Related Teats Carlson Construction Consultants, lrlc. P.O. BOX 23732 — LAKE CITY STATION SEATTLE, WASHINGTON 911125 REPORT OF CONCRETE TEST SPECIMENe PHONE MOW 364.9500 5-10 -14 -22 Date Molded: _—__ _ _ 19—___ lob. No. Client: - Lincoln Properties Inc, Tigard Uffice Complexy � Project:--- Address: r 100 S,r w , Hampt(.ri, 7'iQ+�rd, Oregon _ — y _ 1`y >,, _— Lincoln an Cm Contractor: colCont C f C ]if S --__ ub-Contractor: Van I r Concrete Supplier: Ross Island T28853� � Cost by: Mo Yuelcert —_ Weather: _ Cluudy Temp. high: ___ 60 Temp. low: Location of Concrete Placement: 'Ir 2" itl.ub 1 etwF:�ri iines E' !/1-4 --inu, E:-0/5=I Strength Requirement }�—_ PSI 0 -28 days Slump: 1irr Cement Type: __ _ I T� No. of sacks: 5 Entrained Air 4h Admix, Amount: Brand: V. R. Admix, Amount: __.__.____,____._ Brand: _ Coarse agg. size:-- 1J-" - _Type:_______.Natural _.—_ _a._Fine Agg. Size: Bldg. Specimen Specimen Test W Register Dore Date^ Total Area Unit Load Report No. Type Days Number Reed. Tested Load PSI No. 23 A 6 x xs 7 4335 �5 13 5-17 60,)0�171 2F.27 2120 3 28 B ------ —4336 - 5` 13 5-17 1 58--000 28.?? 2050 23 C 28 4134 5-13 6-7 100,000 28.27 3540 5 1 28 D 28 4338 3 13 6-7 ?x.000 28°27 3360 5) 28 E Hold 4 339 5-�13 6-7 92,1)00_ 28.27 3250 9 28 F He,]d 4340 5 A3 6-7 97,000 28.27 3430 59 Remarks: _ Truck #18 cc: Rose Island Van Lcm - - -- ------------------Travers and and Johnston Moffatt, Nichol and Bonney Tigard Bldg, Dept. C4.)JViI:fi CC^ - :;eattle --- _ --- - - - -- - gjorm No.1 2.69 FRANK W. CARLSON # lw Im City of Tigard INSPECTION REQUEST for I 13!!�0 � d2 INSPECTION TIME : C,'fw PERMIT NO.: — I DATE: � � DATE ISSUED:- Z OWNERS NAME : - — ADDRESS : . -- C O N T R A C T 0 R IST . Air 0, Water [] , "visual 0 , Laboratory (] RESULT. Approve Disapproved 0 , Pending [] SKETCH: I INSPECTOR DATE ICOTE : Attach supplemental toot date haret] construction Inspection 67 Related Testi Carlson Construction Consultants, Inc. P.O. BOX 25752 — LAKE CITY STATION SEATTLE, WASHINGTON 88125 REPORT OF CONCRETE TEST SPECIMENS PHONE 12061 :64.9500 _ 5-7 74 cr Date Molded- 19 Job. No. Lincoln contractors of Caliifarnia, .(n Ciient: Tigar4 Office Complex Project: 10 S. We Hampton, Tigard Jrogon Address: Lincoln Cont. of California Van Lom Concrete Contractor: .a_—-_ _ Sub-Contractor. — Rose Teland "-and and Gr�..vel N. P. Moshberger Concrete Supplier. _ _ Cas by: gam, -67 Weather: __ __.__� _ Temp. high __—_ __ _- - Temp. low: Bldg. C-2 Grcnrid slat 1 Ines 4 cc' y T rom C to F. Location of Concrete Placement: 3000 28 4 t, Strength Requirement: __ PSI ___.— days Slump: _ I 5 Cement Type: __—____— _ _ No. of sacks: Entrained Air V. R, Admix, Amount. _ Brand: Admix, Amount Brand:—_ — Coarse agg. size: .— It ___--_Type: Natural ----.Fine Agg. Size: Bldg. �i Specimen Specimen Date Date roto) Unit Load Report Tesr 4� Register No. Type Days Number Rec'c. Tested Load Are PSI No. 27 A 6 x 12 i 4305 5-8 5-14 55,000 28.27 1950 51. 27 B 7 -- - 4306 8 5-14 50,000 28.27 1770 51 27 C 28 4307 5-8 6-4 86,000 28.27 3040 57 27 D 28 4 308 5--8 6-4�_ S 500 28.27 2920 57 27 E Hold 4309_ 5-8 6-4 87,500 28.?7 3090 57— 2" F x,31d 4310 5-,8 6-4 85,000 28,27 3000 57 Truck #.13i t:oket #A25685; 45 M. yde, total Remnrks: cc: Van Lom --4ttver -- --_ - - - --- Moffatt, Nichol and Bonney Rose Island Tigard Bldg. Dept ql CCC - Seattle Form No 1 2-69 FRANK W. CARLSON ar see � rt'CEIVED Jurj 4 Construction Inspection & Related Tests Carlson. Constrwtkomr,AConsultants, Inc. P.O. BOX 25752 — LAKE CITY STATION SEATTLE, WASHINGTON 98125 REPORT OF CONCRETE TEST SPECIMENS PHoiI (208) 384-9500 Date Molded: ._ 19_1L__._ Job. No. Client: _._Lincoln Contraotors of California, Inc. Project:_T*,gni Offigq Com lex_ Address: 100 Se_ W. ism tan. Pigitr�i, Or on Con tractor:Llna12111 COnte U � Sub-Con tractor.J$I1_jiQlIl,—.�_____. _ Concrete Supplier: — Rbga ?old end an.j _ IIraYElCoat by: _. i..____eJMp,ihherger Weather. _OVerOaeJt Temp. high: ___...68_ _Temp. low: Location of Concrete Placement Strength Requirement: __3000 PSI k. _? -,_ days Slump _-_ a„ Cement Type. �_. I _ No. of sacks:— _ Entrained Air —ff Admix, Amount: v�Ro Brand: _-_ Admix, Amount: -_ _ Brand: Coarse agg, size:__49 Type: blatural _ _Fine Agg. Size: - -Eh-Specimen Specimen Test p Register Date Dare Total Area Unit Load Report No. Type Days Number Rec'd. Tested Load PSI No. 26 —A 6 x 12 11285 =13 5��5RSZ_- �a2L .,6 B — . — _4286 _ 3S-7�UOu_� 50 228 4287 -� _ _3 r 86.000_ 28.27 040 - --- 26 D_ 28 2E3d_ �'�_ __�a 85,9 2�3�2? X44 __56 26 E Hold �T �� - - 86500 06Q-- -- �.�---- 26 F --Hold —�2 - --5-= -3- - 85,500 __... PA-2 102Q_ - I 56 __ Remarks: TT1iS2k 41d�:T__tirke_t_#A2%�_--16 ,.�� tnt1- co: Van Lom Travers and Johne n Rosa laland Tigard bldg, Dept. 1 MOffattt Nichol and Bomiu,j sCCC -- Seattle Wks Form No 1 2.69 FRANK W. CARLSON City of Tigard INSPECTION REQUEST for INSPECTION TIME: �d.5�l' PERMIT NO. : DATE: q1&� IN DATE ISSUED :--L-/-- OWNERS SSUED :._1_G_OWNERS NAME : _ /`'" ADDRESS: .10._'x' C O N T R A CTO R : TEST : Air p, Woterp , Visual ❑ , Laboratory ❑ RESULT: Approved * Disapproved O , Pending 0 SKETCH; c-�-- SPECTOR DATE NOTE: Attoch tupploTAntel /Aft iita 64rehs] 77 I City of Tigard INSPECTION REQUEST for INSPECTION TIME : •'� PERMIT NO.: ______ DATE: DATE ISSUED:__L�� OWNERS NAME : "' ADDRESS : Air— CONTRACTOR : TEST: Air ❑ , Water C3 , Visum ;7 , Laboratory ❑ RESU!T: Approved Disapproved ❑ Pending p SKETCH: INSPECTOR DATE 7OTE ; Atineh supplementol teat foto herero� I;P: ,'SII,.. �... u �' C'o�c',t��-�-' Ssw'e�`" O��'�' /�I N�T X42 ... ...... - -�:��,..:.a�a,.q��iuerH.wweaW+ar�dMili�t�:.�araatkr.+bw�y�'�+kMwvu �lAa�o�'. �sw�+nwaew.�w�,,.:+y.:win+,ue:raM�da��MIIMYi3liAl�w.�,.. C'o�c'Lcs7—v Se�ve�r-- p'P� ,Sk`��4z �� r �� RE���VSD Notice of Regular Meeting �F T��gRO The Oregon Department of Commerce, Building Codes Division, Plumbing Advisory Board, will hold a regular meeting at 9130 am on Tuesd.y, 16 April 74, in Room 321 of the State Capitol Building in Salem. Agenda Finalization of Plumbing Permit System Appearance of Ray Spencer and his Attorney, Daniel E. Van Vactor (Tentative) NORTHWEST TESTING LABORATO 4115 N. MISSISSIPPI AVENUE PORTLAND MD 17. OREGON - M.f r[PIALS rNSPICTIUN WTL OING Cp T�K7rT10N CON\t"UCTIO 4 INSP[CTIOIV GENERAL CONSTRUCTION IWPECTION SJ �C ASSAYING PHYSE [STr NO DAILY REPORT .CIL T[STNG AL T CN[MICAL ANALYSIS �` SAC.I[NIOL OCT Project: �LEngineer: K3_ Architect: v Permit No. i _�.d. � � ��LZ Contractors: :��-_.� J t�, 1 _ Masonry �-- ---- � -- -----------------_ Location: �-� �L� -� �� ���ht1_ ''!! •�,G � Concrete:4 �_ --_-_.- Da to: Time: -- Mi,: Proportions: Compression Tests Prepared-_ Masonry Set $Sump�— Grout Mortar__ Concrete Source_._ ._—__ ___ _—._ __ _—_— _Ticket No._—________ Load No. Temp.- _ _ . — Weath Quantity_-_ -- I ^our Lucation sand Notes: ._t x _ rad ��C�%=r �� - Reinforcing Steel Inspection and Notes; yF >'r4 ! ,�_ �__ cc: Inspector's Signature'__ Concrete Permit No. _- Masonry Permit No. tea► e1 s,♦ 11� NORTHWEST TESTING LABORATORIES 41 15 N. M I S S I S S I P P I AVENUE PORTLAND 17, OREGON MAT[PIAI_O INSPSCTIOM WELDING C[ATI/ICATION lo4grnuCT10N INf►tcTION GENERAL CONSTRUCTION INSPECTION ASSAYING PHYSICAL T84TING SOIL TESTING c t-'CAL ANALYSIS DAILY REPORT lACTC BIOLOGY 1 Project: _ lrq _ Engineer: v, __---- 1 . Architect: .---.-on •� s ---- Permit No. Contractors: ' Masonry ---_____ - - r - - - Concrete: Date: U�l` __----- - - (\J) S tee l Time: Mix Proportions; Tests Pr p red _ Masonry Set No, —Ref. Na, Sfump I Grout__ Mortar .�.�,d,Eiz ��L Concrete_ __ �_ — -------- Source -Ticket No._ Load No. Tem _ter _ _—_-Weather tal Quantic Pour Location and Notes: 941- v.:t `. -�_ ,y� 44�['c I Ifd/ 3+f!L �� —5i �,.c Reinforcing Steel Inspection and Notes:_- tLll Aw -zL�, v PA. CC: Inspector's Signature.- --- Concrete Permit No, - Mrlsonry remit No. +G"'---- - a - - -- -- I NORr.]I'IH[WIST TESTING TABOIRATORUS 4 1 15 N. M I S S I S S I P P I AVENUE PORTLAND 17, OREGON REC..�Ii'1/ED MA T[MIAL• INRPRCTION R Y r+ CON'T"L. T'°" '""""°" GENERAL CONSTRUCTION INSPECTION , ` INf1. `"'��J{/K_NATION PHYSICAL.TRf TING c �.� �l T� (�'�'�^•ING C NRMICAL ANALYSIS T DAILY R"PORT •cIlk 1F.T1N- C T F G Project: _ {rnn�( .� IQ11- ,211�t/ ')17 yL.. CITY OF T•AI�'��� Engineer ^ Arch i tett: a ermit No. -e�' t n c� Contractors. - --..- . �� r y; Locc r on: _ I r < 1 Masonr ^_ ,- Concrete.-- Date: _ I SteeI`•'1&'6 .1lam;NG Time: -- _ - Mix Proportions: Com ression Tests Pre red Masonry --F — _.P° —. Set No. Ref. No. ---- — Grout - --- Mortar_-. --- Concrete Source _ Ticket No. ___ __-- _ Load No. Temp. - �----- — Weather,Vk'lQ/ — ----Quantity-- Pour uantih'-Pour location and Notes: Reinforcing Steel Inspection and Notes:___ 4c,� cc: Inspector's �J� 2 cbr's Signature- _�:� Concrete Permit No. Mosonry Permit Nc. -- � NORTHWEST T'. ' TING LABORATORIES 41 15N M I S S 1 S S I P P I AVENUE P O R T L A N D 17. OR E G O N MATERIAL!INSPECTION WELDING CEMTIPICATION ,ON,TRUCTION INSPECTION GENERAL CONSTRUCTION INSPECTIONAIIArING P.�SICAL TEITING loll 7LlrING C..l MIC.AL ANALTIII DAILY REPORT 0 OAC TE III OLOGT Project: L1!�5 � �' )ec c�/� k igincer: 1 Architect: .—C _'��ta. u� Permit No. ��_t �c''�ti _-_ Contractors: - L Location;� =CLQ'.. )— J Concrete:.��c_t_�/YfLz1__ Date: Stee l: �u �°? '__ _ T i me: Mix Proportions: Compression Tests Prepared- Masonry Set No. _ _--Ref. No._ Slu_mp _ Grout_. _. ------ — _ --- - -�- -- — --- it.7cqqZ Source _-- _ - - Ticket No. _ - __._. Load No. Grf[cc�CY Temp. Quantit — ----- ------ .4 , Pour LJCat1Ur1 and No es:G ?/� �i`_�GL�- �1>��1.�fs� `'L!�'x��t�•f 7,AC'i• :�•�k:��j .-;.1�,_�C'�_ 1,.--- --_�a��+.�_C�d�ra���'_.��fl:t°�'✓='c1 1R.'� �L•�-�'_SC���.s♦L!'LC�l��• 1.ice _.__._T1-r��}'.' � �tML'__.1:6.-.J11C"�LS!P�!� +•�'—+�cC��t4- Lt� �• fj�_"--- Reir.forcing Steel inspection and Notes -'<4,:r vAz- �� , '� cc; Insp ctor Siynatur� -- --.-- Concrete Permit No.,_,.___. Masonry Permit No. V Construction Inspection 9 Related Teats Carlson Construction Consultants, Inc. P.O. i7:X 23702 – LAKE CITY STATION SEATTLE, WASHINGTON 99123 REPORT OF CONCRETE TEST SPECIMENS PHONE 12061 364-9300 Date Molded: ___��__.._...�._ , 19_4 _ Job. No. CE-22_- 1-z"CLWED Client: ___ld=_0111. LiMtZMLItTH_�f_...L�i �Gzri�. -- — _----------- -- — Projec�: TigarrL Of£it s .°"plcaY _ ._ _.-- --- -- --CITV nF TMARD Address: 7100 -SR.—Wm da MP a s.-Ti—nrd_ ;Ira.rnn Contractor- ___A.-mcc n Coot- o ; ___. Sub-Contractor: _(Igv� _juip Concrete Supplier: _ Roes Ir37.nd_T2-J251 Cast by: e- 14_ 1uekArt Weather: Temp. high: _ 51l_ _ Temp. low: ._ ___.___ Location of Concrete PI _ Sia;: 1.l.aoa :1 -li.r4t7» Strength Requirement: _._-__._.... ��LQO --__.._ PSI d days Slump:__ 4k —_ Cement Type: —____— �___—_____--_ No. of sacks: y _______._ Entrained Air Admix, Amount:__JA_----_ BrandCalriam Gh1cride Admix, Amount: Coarse agg. size:�_.�, ._.___--_Type: Natural -- -Fine Agg. Size: -Specimen Specimen Test p Register — Date — -Date Total Area Unit Load Report No. Type Days Number Recd. Tested Load PSI Nr. A_ 6 x 12 7X133_ :�--- 4- 10 ar000 _ t5.?' _ 000 40 _21— C 2A f D1 4-4 — 2$ — A117 - — —E ---- - 28,21 - - I _amu F --- bold--- -4 138 4. .. - --- —._28.21 Remarks: Truck r43Z— 26jk cc t- Boss _199.a1d _— Tigard Bldg, Dc-DI . — -__T^liuEZ6--8iJd-.I1hn�;j:na Oran Lem Gleffntt Nichol and .Bonney CCC Seattle Fcrm 1 2.69 FRANK W. CARLSON Construction Inspection & Related Tests Carlson Construction Consultants, Inc. P.O. BOX 28782 — LAKE CITY STATION SEATTLE, WASHINGTON OS125 REPORT OF CUACRETE TEST SPECIMENS PHONE (206) 364.9500 Cate Molded .__3"22 19 14 —_ Job. No. CP-22 �O Lincoln Contractcre of Calif. Project: Tigard Office Complex __—T^----- -- — --- ------------ 7100 S. W. Hampton, Tigard, Oregon Address: ------- -_--- __-- ---- -'____---.,_.--- ____----- -- Uncoln Cont. of Calif. . Vrn Lom Contractor: ___-____—_—___— __ _—__—__ Sub-Contractor: Cnncrete Supplier: Rome Island Sand and Gravel — Cast by: G, H. Jordan Weather: - —C1Cudy ---- — Temp. high: . - 5�f --Temp. low: —38� Location of Concrete Placement: --------- �_ ------—-- ---- ---_--_--._------ X000 --- -- ---- PSI ..28____ da s Slum 4" Strength Requirement ".. __- _ y p' -- ------.- Cement Type: --__ -I - -—_— No. of sack,:.__--__-_ 5 _ _--_ Entrained Air Admix, Amount: ____- Brand: _ ___-___._.. Admix, Amount: Brand- Coarse age. size: 1 __--Type: Gravel Fine Agg. Size: - -- _ ----. -- Specimen Specimen Tsse0 Register Date Cate Total Area U-t Load Report No. Type Days Number Recd. Tested Load PSI No. 20 A 6 x 12 7 4115 3-25 3-29 71j,000 28.27 251.0 39 20 8 7 411E, 3.,25 3 .29 7`21()00 28.2_7 2550 39 20 C 28 41J.? 3.25 4-19 28.27— - 20 0 28 4118 3.25 4--19 X28.2 20 E old 4119 3-2 -- �— I28.2Z- -- ----- ___20 F --- old 412.028.2^.� Remarks: -Tioket #268381 Truck #30; 91 ou. yde. total en: Rose Island —Tigard Bldg. Dep Travers and Johnston Moffatt( Nichol and Bonney (� CCC — Seattle al Form No 1 2-69 FRANK W. CARLSON ae Construction Inspection & Related Tests Carlson ConstructkWO consultants, Inc. F.O. BOX 25752 — LAKE CITY STATION SEATTLE, WASHINGTON 99128 REPORT OF CONCRETE TEST SPECIMENS PHONE (20e, 3e4-9500 Date Molded: x'19 __—_-- , 1974 lob. No. ---C':-22--_ Client: _ Lincoln Contractors of California Tigard Office Complex Address: 7700 S. W. Hampton, Tigard, Oregon Contractor: Lincoln Conte of California _ Van Lom _. Sub-Contractor: -_ Concrete Supplier: Nose island-T27?03 __ Cast by: Weather: Cleering- Temp. high: - __57 -- Temp. low: ---_--_ --_---_ Floor slab lines G�--H/2-10 and F,I.S-F,17--Q. Location of Concrete Placement -----. .-_ --------------------- _-------- -_-------- ..---- Strength Requirement ___ 000_— __-_-- PSI 0 `8 ___ days Slump: _____ 4t1 Cement Type: ___I�.__�_,_ No. of sacks:—__ — 54_ Entrained Air Admix, Amount: __ _ Brand: Admix, Amount: Brand: _ s Coarse Ogg. size: _._1-- Type: Natural __—___Fine A99. Size: Specimen Specimen Test A Register Dote Date Total Area Unit Load Report No. Type Days Number Recd. Tested Lead _ PSI No. 19 A 6 x.12 7 4101 3-20 3-26 86,000 28.27 3040 38 19 B 7 4102 3-20 3--26 579500 28.2 309Q__ 38 _ 19 C 28 4103 3- 20 4-16 2F.27 19 D 28 004 120 4-16 28.2"L 19 E fold 41105 3 20 -_-- 28.2� _-- - — -- - 19 F old 4lo6 -- 1 20 -L-- -- Tr #25; 63 cu. yds Remarks: - cc: Tigard Bldg. Dept ----- ^. �tceA Island - Travers and Johnston an Zom -- Moffatt, Bonney and NichnI131 CCC - Seattle t .�.a.•3`e�K/�+`"�►� Farm 1 2 ec — FRANK W. CARLSON Construction inspection & Related 7'ests Carlson Construction Consultants, Inc. P.O. BOX 23752 — L STATION SEATTLE, WASHING10fqi:04j* 61�1 FEPORT OF CONCRETE TEST SPECIMENS PHONE (206) 364.9500 --- ---� ciTv OF TIr,ARD Date Molded: 3—A —, 1921 - Job. No. _ U-22 Cl ent: _—_ Lfnooln 0ontractors of California Project:.__- igard OfficeAddress- Contractor: ddressContractor: _Lincoln Conte Of CttlifoLnia-.,-__,-... Sub-Contracto,: __V8n Lc3111 Ct I-oncrete Supplier: Rosa _Inl&W, A2_4517— _--Cost by: C. M Yuokert _— Cl51 Weather: ___-Clearing-____—_�_—____.___—____.__.__._.____- Temp. high: —..—_ Temp. low: _. Laxation of Concrete Placement: --____.— —F1aor slab lines 1-3/A-0. Strength Requirement- 30a0 PSI 28 days Slump: 4't Cement Type __________._______.I -___ No. e`, sacks: ___51 —__ Entrained Air ____ _ % , Admix, Amount: -___—_r _ Brand#, Chloride 'elClum Amount: ____ _.__ Brand:. r ._�;d, ' Coarse ogg. size: �__--__—____... Type: _ --Natural Fine Agg. Size• - — � Specimen Specim'wn Test G Register Date Date Total Area i Unit LooJ Report I _—No_ Type Da,a Number Recd. _Tested Lood j P51 No. 18 A 6 x 12 7 4091 3--19 3-25 87,500 23.27 3090 -t- 3 18 B 7 4092 3-19 3-25 88,500 21.27 3x30 18 C 28 - --4093 3-19 4-1� _--,_—_— 28.x% 18 0 28 4094_x 3-_i�_. 4-�1�_ 28 --- --- — --s_'Z_.. -- ---- 18--E Hold 4095 _ -1710 --- AL2"L - 18 F Hold 1 4096 3-19 .. --- - — 2862 i--- -- Rerk,: * Calcium Chlcride was okayed. by-the ownerp contrary tO_the specifications., 1vrvck__Wg, cuo ydea Co. - ('igard Bldg, Depts e to vet-$ ,:mrr ---- — - ------- ---- ---- -- -_--- — - - Rcen Island Moffatt, Nichol and Bonney sl CCC - Seattle . _F _ t,,rm rpt 1 2.69 FRANK W. CARLSON Construction Inspection B Relurea Test; Carlson Construction Consultants, Inc. _ P.O. BOX 25752 — LAKE CITY STATION SEAT'rLE. WASHINGTON 98125 REPORT OF CONCRETE TEST SPECIMENS PHONE (206) �9LtoF ED -- - ---- 2 -.2 ��i't; 11i 1914 Date molded: ���•$_ 19__x _ Job. No. _CP ' Client: -- Lincoln C�ntraeturl3 of -Cala.far_ r1TV (tF T�r'ARn Project:— --Ugard -- Address: � �Q she We 17amnt.on.. �8rd. l)sgj�p� �� Contractor: 1.1II4_Qln COnt� �;gj•ifornifa !jb-Contractor: Concrete Supplier: ._ Rcwa Tw arra---A2451.j. __ Cast bY —' Mt %LCkttri; -- Weather Clearing Temp. high: -5Temp. low: ___ Location of Concrete placement: F..00r slat: ! ia93 1-3 A r1 Requirement:ui R Strength e __.._._ 30W 9 4 - ---- --- --—-- -- PSI �y __ ---`f�_. days Slum Cement Type 7_. _ No. of sacks _ 77Entrained Air Admix, Amount: L _ Brand:�alclttm Chloride Admix, Amount: Coarse Ogg. site: lie _— - TYPe: - ---NA ilIA�,- Fine Agg. S ze: 132dg: - Specimen Specimen Test 0 Register Date Date Total Area Unit Load Report No. Type Days Number Recd. Tested Load PSI No. 18 A 6 x 12 _7 4091 3--19 3--25 87,500 28.27 3090 3 I — 18 B 1­4 y2 3-19 -2 -8 00 28.27 3130 37 18 C 28 4093 -19 --4-15 1299000 28.27 4560 41 18 0 280 -1 -1 12 000 28,27 4510! 1 18 E _AQ10 4095 4-15 126OO1 60 1 18 F HoldL '1096 3-19 _ -1 127� � 000 28-2 d 0 1 — _ -4 Remarks: *_Calcium Chloride was -kayed by the owners contrary +,a tkle speeifLoat,ions, Truck 9, 7 -3 4 cu, yds. _ __.et._-...g>zaver�r-xmct--3*rhmrterr — - Tigard Bldg, Dept. - - va-K -tan'-t'uTin ret.V — Rose Island Moffatt, Nilchol and Hcnney attle sl CCC Se Form No 1 2.69 _ FRANK W. CARLSON Construction Inspection & Related Tests Carlson Construction Consultants, Inc. P.O. BOK 25782 — LAKE CITY STATION SEATTLE, WAST-rINGTCN 98128 REPORT OF CONCRETE TEST SPECIMENS PHONE 12061 384.9500 _, Date Molded: __�_______ , 19_74___ Job. No. CP-2?. __ Client: —_ Lincoln Properties Corporation �r: wAR Project: Tigard. Office Complex _ _ _ ^-- ,AR jl Address: 7100 S. We Hampton, Tigard, Oregon _ (`,ITV OF TI(' ___ Lincoln Cont. of Calif. Van hum Contractor: ___--_ _ __-_�_�__ Sub•Contractor. _ Concrete Supplier —KORA Island Sana and Gravel Cost by: Cels Jerdan Weather:— Rain ---------__ Temp. high: 16 —.--Temp. low: __ 40 �. Line #1 i zoom 1 ine - * : � and tills 3 from tc ll B1d � 8. Location of Concrete Placement: -_ _ —__ �____$__ —� Strength Requirement ---._`�5«� ----__-- I'51 _28 days Slump: ----_ -__jt--_ --_--_- — Cement Type: -- I No. of saci s: —__ Fritroined Air Admix, Amount: Brand:_ it P. --__ Admix, Arnount: ____--.--. _Brand: Coarse agg. size: l ,t _. - ----Type: __-.-Natural Fine Agg. Size: ___� -__---- Specimen Specimen Test 6 Register Dote Dote Totol Area Unit Loud Report No. Type Days Number Rec'd. Tested Load PSI No. 17 A 6 x 12 7 4047 2-19 2-25 449000 28.27 1560 20 17 B 7 4048 2-19 2-25 471000 28.27 1660 2 17 C 28 4049 2-19 3-18 869500 28.27 3060 36 17 D 28 1G050 2-19 3--18 77 e 50Cr 23,27 2140 36 17 E iold, 4051. 2-19 1 128.27 17-- F - - ala 1 405?'t 2-19 - L_ 28,27 _I J Remarks: *CYle 17F (4052) has loose bottom); truck #333 ticket &.2406;_ can yda, c;: Travers and Johnston Higard. Blc1g. .Dept. _-_ -------..—.—T--- 'Jan Lom Ross Islend Moffatt, Nichol and Bonney CCC -- Seattle o, For,Form No 1 2-69 —FRANK W. CARLSON Construction Inspection & Related Testi Carlson Construction Consultants, Inc. P.O. PDX 28752 — LAKE C'IT'Y STATION SEATTLE, WASHING rON 99125 REPORT OF CONCRETE TEST SPECIMENS PHONE 12081 384.9300 Date Molded: 2`14 19_�4 _ Job. No. Client: _-_Lin!x.ln Pmperties Corperation Project: Tigard :?ffiee ;em ).ex Addresv_7100 Se Nf_� Ham0an, rigard, Grogon --_ _----_-- Contructor: kin Cont. of Calif. Sub-Contract-jr: T1Tart Lcm Concrete Supplier: Rose Island _ —Cost by: . _ C M, Y ucker r Weather: — Soattered el-arts ___ ` T � emp. high: _r 8 _ ---Temp. low- -. — 1N,undati.aorails on Bldg. C lines B/2-3, ��1••B eml ri/2. 5i Plus, Location of ,�onr.rete Placement: _..l_.^. foundation_wails and foctzn&sBldg Alines 0,13-5 and 3 Fr-0. 2500 _ PSI 28 _ da p - _101 ---- Strength Requirement: .,..`___ ys Slum Cement Type: No. of socks: Entrained Air Admix, Amount: ____._-_- __ _—Brand:_ V. R` — .Admix, Amount: __-_—_ ______._—Brand: Coarse agg. size: l 'r — Type: Natural _ Fine Aqg. Size: Specimen Speeimrn Test p Register Date Dote Total Area Unit Load Report Vo. Type Days Number Rec'd. Te.ted T Load PSI — No. 16 A 6 x 12 7 4029 2-3-5 1 241 54,000 28.2, 1910 2c v 16 B 7 4030 2-15 2-21 49,000 28,27 1;30 26 16 C 28 403 _^ 2-�1 3p14 _ 96,000 28.2' -- 3400— 35 l6 028 _-4 ;�-11- -1019000 28.27357,0 35 16 E Hold 4033 2-15 3. 44 989500 28,27 3480 35 -- 16 5 _16 F Hoid_`_4O3 3-�.4_ los_,500 28.27 3630 35 Remarks: -- Rose Island �igart�-Hlc�&•-fit►-----_ __ ----- --- — Moffatt, Niclicl and BonnFy Van 1..-orn CCC - Seattle F 1sNo 1 2.69 FRANK W. CARLSON ConstLction„(nI fftal� Related Teats tl�Nt"� Carlson Construction Consultants P.O. BOX 28752 — LAKE CITY STATION SEATTLE, WASHINGTON 98128 REPORT OF CONCRETE TEST SPk:CIMENS ►1NoNE (206) 3644300 Date Molded: _2-111) 19--14 A Job. No. CI' Lincoln Contractors c,f Cal ifernia Client: -- - -- -- --- -- -- --- -- --- ----- — Project:_. Tigard Comple c -_-- Address: 1100 5._W. Hampton t Tigard, ilrecn - --- ------ - ----------�_ Ginocln Ccntr, e)f Calif. Var Gom Contractor: _ � Sub-Controctor: '__._..r.� Concrete Supplier: _ gtscr. Island A23991 Cast by: _Q- -M. YLokert Weather:_ CIoudy► Temp. !:igh: ____ 49 — Temp. low: Location of Concrete Placement- ^uwidntion walls lilt&, C Linde E�3-y, 8�/:• D. t�1�G-P, I)fR _, 0/8'1, and 3/3-1- - - - - --- - --- Stren..th Requirement _ 5�'�-_. _ PSI 0 __28___. days Slump:— Cement lump:_Cement Type _-----____- - _-. ------ No. of socks:.--_---_1 ------ Entrained Air -----_.._----- Admix, Amount: —,,----- Brand ---V. R. Admix, Amount — --- ?rano: ------- -----• Coarse agg. size: _11V Type: Fine Agg. Size: _131 _ T---- ' Specimen r Specimen 7eet III Register Date Dart Total — AreO Unit Load Report No. -I Type Days — Number Reed. Toted Load PSI 1140. 15 — A � ; x 12 7 4023 2•x13 2-19 000 2C.2 1T,E ?� 15 B 71- 4024 - 2_,13 2-11 7.00 . . 28e2 .1680 5 15 28 ''_A? 2".1 12 901000 .. 3180 15 D 28 4Q26_2-13 Y4231 coo_— 2. .277 �32 0 34 1.5 E Held 4027 2 13 28,27 15 F Hold 4028 28,27 _.--- ---- Remarks: Truck #291 8 .u. yde, cc: Travers and Johnston Roes Island - Ti-gnLrd Blog Dept, Van Lon Concrete ---_--_-- Mc:ffatt r Nichol & Bonney e L1�Y- Qh�,^1-�.a.'3 CCC - Seattle 61m No 1 2.69 -FRANK W. CARLSON w Construction Inspection N Related Tests Carlson (construction (;onsultants, I11C. P.O. BOX 25752C? ST TION SEATTLE, WAJA C 'KLA' REPORT OF CONCRETE TEST SPECIMENS PHONE (206) > (31s(id" Date Molded: 2-12 19__.74_ Job. No. -CP22 Client: _--_-Lincoln Contractors of Califernia Project; Tigard. Complex - - Address: _ 7100 S. W. Hampton, Ti a�rdLOregOn - Contractor: Linooln Contr. _of Calif, Sub-Contractor: __qan roln__ Concrete`Supplier: Ros• Island A23931_ -Cast by: .-QA-K, Yuokart Weather: Clo idy _ Ternp. high: 49 Temp. low: Location of Cor _ •te P;acement: Foundation Nelle- B1dge C lines ;Z3-9, 81Q,•n. ••j� D.a-9s Strength Requirement: __2500 _ PSI o - 28-_ days Slump:--- Cement Type: - --- .----- I _ -- _ No. of sacks:. Entrained Air Admix, Amount: Brand: V-Re Admix, Amount: __- —_ -._ Brand: _ Coarse agg, size: 1 "- ,ype: Natural _—__Fire Agg. Size: Bld�e Specimen Specimen Test p Register Date Det, Total Unit Load Report No. Type _ Days _ Number Ree'd.— Totted Load Area PSI No. 15 A 6 x 12 7 4023 2-13 . 2-19 49L000 29.? 1730 _ 2 15 B 7 4024 -13 47L100_. 28.2 1690 2 15 C 28 __4025 2-13 -- -12 15 0 28 4026 -1 _ . 12 _ 15 _JF Hold 4027 -13 2e.27T _ 'T L 15 - — - Hold 4028 -13 28,27 RemarKs: Truck #9291 8 cue ,yds. cc: Travers and Johnston Rose Island - - - Tigard Bdg.__D�. Yan—Lois Conorete XOffatts Nichol & Bonney CCC - Seattle _ - Adrm No 1 2.69 FRANK W. CARLSON Construction Inspection B Related 1 esls Codrlson Construction Consultants, Inc. P.O. BOX 25752 — LAKE CITY STATION SEATTLE, WASHINGTON 99125 REPORT OF CONCRETE TEST SPECIMENS PHONE (206) 364-9500 Date Molded: 2-8___ , 19. 74 Job. No. 'P-•22 Client: -_ Linauln Contraotore of California —��_- Project- Tigard Office Complex_ Address: 7100 Se He HamTtonit Tigard, Orehgs:� Contractor: Lino-)In Contr. of Calif. Sub-Cori tractor: ___- Van LQQL__.___ Concrete Supplier: Roes Island --Cost by: N. p- llashharg r __ Weather:____Sutlny- ____ Temp. high: _48_^ Temp. low: Location of Concrete Placement: __ _— Foot_gn –and .Oape a.ine A ^- -_-And._ 11�� Strength Requirement: _- ----250 - n 28 days Slum - — PSI -- p: - 27[.r _ _ __._ Cement Type: -- -__ __ _ I No. of sacks 5 Entrained Air _- Admix, Amount: _._-- __-____-___ -_ Brand: _-V.Ro-_ _ Admix, Amount: __---_________—_Brand• Coarse agg. size: li,t Type: Natural Fine Agg. Size: Tf Specimen Specimen Test 9 Register Date Date l otol Area Unit Load Report No. Type Days Number Recd. Tested Load PSI No. 14 A 6 x 12 7 4001 2-11 2-15 5910W 28.27 2090 24 14 B T 4002 2-11 2.715 579500 28.27 2030 24 14 C 28 4003 2-11 3-8 28.27 14 D 28 4004 2-11 3-8 28.2 14 E Hold 0005 2-11 284 Z __ + 1 14_ _F _____ Hold 1 _4006 _ 2 •11 _ 28 27 I -- Remarks: Tioket #A23961i traoK #141 1 -quo-Ase total cc: Travers and Johns.on Noes Island -rigat'd Bldg: Dept. - - - -- -- --- - -- -------- . - Moffatt, Nichol + Bonney V!n Lom Com.rete A CCC - Seattle cof No 1 2.69 T FRANK W. C'•RLSON