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Report (167) t\.(NT1ckQU - 631,1LA sMm Braun Intertec Corporation ' 6032 N.Cutter Circle,Ste.480 INTERTEC DAILY FIELD REPORT St r, P.O.Box 17126 ,,mix NitV � pd'Portland,Oregon 97217 Phone:(503)289-1778 /4 Fax:(503)289-1918 DATE: 9* .22 - 7 7 TIME ARRIVED: S . 0 d, DEPARTED . d op Pic /��L�N Lab Report No. PmV'ed Name: C Lit dPVI AA r'\ et)o©il `9 N X- g( - 0 $10 E Address: Page / of / Permit#: Client Name: Special Inspectiotp� Continous❑ Periodic❑ Weather. L-(/UN y - /� 0 ` w a '"p x x l I , , ,t s �' a t'as v i rte y '' d ,� r 'kv ��' z�n �, �. H 3 ;. °�_" ,`:i',, 4' _ �. q Xyn.�dk �.F�i� NAa�3� a 'S°Fi'�w � <s i ... .�'7�".n_mac[,. � ,s.� e e R.: .�.� � � ., a ..� 1�. )4 Reinforcing Steel ❑ Structural Steel Fabrication D Footings D Columns D Auger Cast Piling D Reinforced Concrete ❑ Structural Steel Erection 0 Slab On Grade ❑ Grade Beams D Structural Grade ❑ Concrete Forms D Expansion Bolts ❑ Walls ❑ Post Tensioned Slab ❑ Structural Masonry 0 Geotech Oservations Other(Specify) Q / D Shotcrete ❑ Structural Fills �`fy) ❑ Epoxy Anchors ❑ Sub-grade(footings/slabs) A� 3 r_ ; . ' , :;!7-;-'•71 .Y ❑ Fire Proofing ❑Pile Driving O Other(Specify) Supplier Mix# r ' ,'� ' Slump/Flow Poo / /1/° 1 J°-r-- ��.;1 Ai:t:: P.�`7 / �+1 Ai Ambient Temp. Time Placed No.of Samples Design Strength(PSI) Tot.Cubic Yds.Placed Note:The section below should contain the following,check if applicable. 0 Items requiring correction, D Corrections of previously listed items, ❑Previously listed uncorrected items, ❑ Changes to approved plans and/or specifications by Architect or Engineer,>Materials and methods of construction,D Equipment used, (i.e. what was used to proof roll or obtain compaction). ❑ Reinforcing steel was checked,in locations listed above,for grade, size,lap,placement,and clearences where applicable. /47- ffs /CI ,..517-e, ,Co. s 0 PC i , PC-T'/6.0 M F 19 .S / Tef o4.i -7'', 'ter/TQC RProups i d 7��i_,4T c.Se, vioTi'o is h P rilld e , "//d el) I---V 7-e-t'/c' °>u (D PL-1/earl r/r' 1 Sc)nJ C)/c- ri es,'G.v ciR Au) //i&- / N S p c 11. I—/ 'O ti s Yl O w S_ 7'i4 P G-t',�i:° c /--- 3 fie 6 A�; gt'firT c ? co / 6-/P fr4 Ce. o 14-T l ,t 0 AJ C P 17,4 ,C3v T,�i. /iU ,I cis • -7.-E.,4 e d G e. © /-' o/ _C ( " aU r'c1,ro ,� A 4-$ -'r`_3 /.?1,1A. . T'Qe / ,� �O � h As 4 P� /.mac Pc/ o/t />b IT41 �' /+ t /P1,Ah' y-'Q ci9.tcT"A1 �eX11 Ps ,c 44T 7 if /-4iPe /Llj -7-.4/1 F /0.c U C P.S 5 4 P / n/6.- `' " C o�to* , ,5i"J� /A/5 S t1 e P 5 .04/Pr. 4/7f-°43.1-1 6/' CX)P/4-17•5/2/ Continued D As a mutual protection to clients,the public,and ourselves,all reports are submitted as confidential property of clients an ,intended for the use of our clients only. No other person or entity may utilize the report or any portion thereof without our written permudon. ;:LL _.. . ... �g' ,,01::;,74.-470,7714,M,,, @ mi2 t.o- t f "'� "t t a r,w)-1,,,34'..4.-- � , aw,., � Y � .40,47❑Technician / MTFIELD2.PUB 812195 • B RA U IV Braun Intertec Northwest INTERTEC WOOD FRAMING FIELD REPORT 6032N.Cutter OclBoxt17126 Portland,Oregon 97217 Phone: (503)289-1778 0 DATE: (, // " 9 7 TIME ARRIVED: 7: 0 0 A DEPARTED 6 130 A Project Name: �o�.I r ,6_© '/0O Lab Report No ci� �t,Imrnwn W do� 1X(1�G J �".7 Address: i )1.33 .+s eR Ace, Page of Permit 4./14 ST (142 .. 0120 Ti'Gp�� / Client Name / Special Innspection stop Continous❑ Periodic>4. Weather.0 v isle coos i' , a oi,=., Type Of Inspections Performed Specifications from Project documents/Product utilized ❑ Grade of structural wood panels in vert./horz. diaphrgms Product Specified Utilized ❑ Nail size and pattern of the diaphragms Grade of wood panels /4pA.-yz'3*/*A-A'3,16, ❑ Location and length of all shear walls Nail size/pattern dphrgmsQp & _ I gp IG — 8 ❑ Hold down installations at all shear wall locations .old`'nan..4908 AO 1111_ j ❑ Diaphragm chord, drag strut and related details ❑ Base Plate bolting Hold down types ClBlocking to top plate nailing Hold down types `.Roof nailing Base plate bolts/spacing ❑ Other(Specify) Blocking nail size/spacing Other I i Specific Location(s) C !Note: The section below should contain the following,check if applicable. ❑ Items requiring correction, ❑ Corrections of previously listed items, ❑ Changes to approved plans and/or specifications by Architect or Engineer I Field Observations And Comments / r e /c, S,e/ t, cc A S2roai4 �ik / _ /.S,JF�072 '0,-11 Q, 'li0i9K. to l/j f t .0i'19,A aI ..s 7-'"o aid C., ?Dr.:s' re,a Qcs ri14 (0 n1 Avii/3, OS tt/A/f .2.-A1 'lo va&7- fl /c e-,./17-* /1/ 11/1/0 G- , //5 7V ,4,60ve , $h to (-Ti.edo- 7:390e,> / / 7 c 2eJ FCiCre.. /744i/I,1Je- . Aid 't°/d /S/.r,i,/,;�o- I" 70,4 f, ',ec! 7-6 P 5I&,t) Re ati/i. 't0,1i J7s, o ued LiCt nm 0 As a mutual protection to clients,the public,and ourselves,all reports are submitted as confidential property of clients and are intended for the use of our clients only. No other person or entity may utilize the report or any portion thereof without our written permission. To the best of my knowledge,the work inspected was in accordance with the building department approved design drawings, specifications and applicable workma shi ro 'si s of the U.B.C. except as noted: nspector/❑Technician &S5 Reviewed By MTWOODI PUB Wm, BRAUN INTERTEC NORTHWEST CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NON-DESTRUCTIVE TESTING MATERIALS INSPECTIONx 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS SOIL TESTING PHYSICAL TESTING Portland,Oregon 97217-0126 ASSAYING Phone:(503)289-1778 BRAUN INTERTEC NORTHWEST Report of Field Compaction Tests Nuclear Method ASTM D 2922-91 Date: ......,7 c.,_ �� ; Report No.: ,)c._ r Client: ��, Project No:: l ) I' (7'G L(C Project: .5 `-- '41 i • L.- F- ( Gauge Serial # ‹--/ / Address: - c/ `z(/ Moisture Std 7/ 41 Density Std Z65-GI MID Curve: ASTM El 0698 El 01557 Material: `a- AASHTO E--T-99 ❑ T-180 Source: ,,- . -' s Notes: `) ' =%,-" rr, i c' -kl (; r' 6^ c i ",",,',1 6/.. lie , (,- r-!c L-L c.i / rrl li ,...5 c' !// 1'- 1"4=-'c:. `i",Ilii ................................... ................................... ................................... ................................... ................................... ................................... ................................... .................................... Max. Lab. In Place MiNglimgv Percent Test Depth Optimum Dry Density In Place % Dry Density Compaction ('# vi'""' prri No. Moisture (PCF) Moisture (PCF) >:» Specified Code * LC <, f2 /9! f', '-'7'5 L. I I ,,,,,, .„,,,.,... ,20 . i >' :: : l #/ ,,,,,.... li i :. „„„:,„,.„„,,„„„„„„.;„„,„„,„„„„„ ,J...........,..........................................,....,...... ,..............,............„.... Test No. Test Location Elevation r F� ( � � r t Y 10 4 1 + L ( f':.'gi ( r l *Code: P=Pass F=Fail If you should have any questions regarding this report, please call 289-1778 Ext. 23. ( A r Reviewed by Field Representative: - l BRAUN INTERTEC CORPORATION CONCRETE COMPRESSION TESTS Report No.: 417/9 (a Client: a (rA/ ! -f�Ve(0,!f:�';�' 'eiv Project No.: ,A/ 962 —0(�0i Cast By. .�1� -Be6t1(}1V)Y DatMade: //(2 --// b..r project: Surniwe�' oY.�/ L//1L€25c Date Received: i) Address: /3g05 5 S!)h'inet/,f�OOd Permit No.: .� 517th -r✓// l i p l'�'.rai o e, Type p C�-X/ L � of Specimen. 0(')n psi, (design), 0(-)�� psi, (poured), �/ / ' Max. Sized Aggregate Additives 14(/� Product Code: JO (=-) Source: /637-t/ - .0 14/K' 6f j /�� / `l Air %: u-'-14' -' `' 3 rs Batch Time: Slump: Ticket No.: Air Temp.: `�t, Sample Time: /' —T -) Cu. Yds.: Load No.: I Conc. Temp.: `'' Weather: 0 veten,15 Location of Pour: .,.. .-5.77-6'---• -r' (-7 75(f6 f'P1ro 65 Compressive Test Date Mark Weight Max. Load Strength Average Age Tested (lbs.) (lbs.) (lbs./sq. in.) /0 _(9 . I Reviewed By: I I B RAS!N sM Braun Intertec Corporation 6032 N.Cutter Circle,Ste.480 DAILY FIELD REPORT P.O.Box 17126 INTERTEC Portland,Oregon 97217 Phone:(503)289-1778 Fax:(503)289-1918 DATE: 503)k-ATn�ARRIVED: rl,'„Z C) DEPARTED � , 3 lJ Project Name:,,,$) 11/A� e i Y /L(a p� Project No.22K `C/7 VO Lab Relics[Noe7/9/0 . Address:134195 ,5 j. Sun►,ierivcUd /rate(1 �11Z Page °f/ Permit : ).7 f �7/I 9 Client Nam Coo izinil 221 1/6t, Special Inspection❑ Continous❑ Periodic CI Weather averea5,h . 77/ E In , "..�. `..- . ... Footings ❑ Columns „ , 0 Reinforcing Steel ❑ Structural Steel Fabrication g AugerCast Piling 'Reinforced Concrete ❑ Structural Steel Erection Slab On Grade ❑ Grade Beams ❑ Structural Grade ❑ Concrete Forms ❑Expansion Bolts ❑Walls ❑Post Tensioned Slab ❑ Structural Masonry ❑ Geotech Oservations CI Other(Specify) ❑ Shotcrete ❑ Structural Fills ❑.Epoxy Anchors ❑ Sub-grade(footings/slabs) �.:, ,�v', � � 0 Fire Proofing D Pile Driving ' 0 $E E ❑ Other(sperm) Supplier � S f(y r Mix# D a tC . `� €.. Slump/Flow a S7 'i i /�11( 7 '?",� t”' /,> / .x Air Content 5 i 3 �0 /� Material Temp. 6/ U xr C Ambient Temp. (fib o Time Placed 17;S-S— No.of Samples 3 Design Strength(PSI) 3OVZ7 Tot.Cubic Yds.Placed Note: The section below should contain the following,check if applicable. ❑ Items requiring correction, ❑ Corrections of previously listed items, 0 Previously listed uncorrected items, ❑ Changes to approved plans and/or specifications by Architect or Engineer,❑Materials and methods of construction,❑Equipment used,(i.e.what was used to proof roll or obtain compaction). u,- `r ?',,';"': cake +.as.,sky r"'� 'r'v, , ,.. �a'.&'.""�4.A° ,,.5�iS ,„ F, ❑ Reinforcing steel was checked,in locations listed above,for grade, size,lap,placement,and clearences where applicable. ,."—A14',r4 7Pd 4, (1/iP/tii/ fo ( s icy Cin i°li�srrl�/ AX) £PlrvP©rCE/1eni-/' �inp, IAJM 5 CeOic � / Continued ❑ As a mutual protection to clients,the public,and ourselves,all reports are submitted as confidential property of clients and are intended for the use of our clients only. No other person or entity may utilize the report or any portion thereof without our written permission. ' F'tx .' `iaI , v arS #' g '-'77_ F ,,t § wr ' _ 4 � br. a ` § ,.;.-:";;,,,:',1'%.,'''N + c f4at' $ ' " , + . . ,, ,,,sla . y - " Na ? s iba . LzAs + a' 4a .?:il WO 9 ,,,,,Lt f 5a,#` jonffi " "� ' e nF , .,gs �x ,,i nspector/❑Technician/ 'd Ike 1(/4) #4/6b76,, Reviewed By MTFIELD2.PUB 8/2/95 BRAUN INTERTEC NORTHWEST CONSTRUCTION INSPECTION 5405 N. Lagoon Avenue NON-DESTRUCTIVE TESTING MATERIALS INSPECTION P.O. Box 17126 WELDING CEI711FICATION CHEMICAL ANALYSIS SOIL TESTING PHYSICAL TESTING Portland,Oregon 97217-0126 ASSAYING Phone: (503)289-1778 BRAUN INTERTEC NORTHWEST Report of Field Compaction Tests Nuclear Method ASTM D 2922-91 Date: , '?;/-1C, Report No.: 1 \- 4*x-76 0`-fob Client: �L ��� 1,-)C Or' k•�`f It'r � Project No:: ��=: Project: ''-'-'''-.'ml rl c L.-re a<� 0;1161r' Gauge Serial # Z2.G , Address: 134/5 '5:1-6. Moisture Std 73 c Density Std Z?5 F , A--c. M/D Curve: ASTM 10698 ❑ 01557 Material: AAS HTO ❑ T-99 ❑ T-180 Source: 14 01-"J6 !Notes: 16 Com,. �4 ,clt`\ ( .- 11.PrL .,cf Ntltr nLl �,n,; Zc ic ,I A rvC ,3r r 0- ,, fki '.. 04-4-OP tO:_ tc) c;i, d --cr_,C \4 rcc\Qty, 13 r.1 i,ilcV, MENEMiNiii Max Lab. In Place Percent Test Depth Optimum DryDensityIn Place % Dry Density i #j y Compaction P p [ No. Moisture (PCF) Moisture (PCF) ofttvglotriii Specified Code * F .. j //A if.? 1 d/ j i.r S: 1 1111111111111 t r, lot,�J Test No. �, Test Location Elevation 2. e Lis l\ , -' *Code: P=Pass F=Fail il n ''' C If you should have any questions regarding this report, please call 289-1778 Ext. 23:\•y 1 Reviewed by Field Representative: '''''-'2',14' 4'eV B U NsmBraun Intertec Corporation 6032 N.Cutter Circle,Ste.480 INTERTEC DAILY FIELD REPORT P.O.Box 17126 Portland,Oregon 97217 Phone:(503)289-1778 Fax:(503)289-1918 DATE: , 1 2- --(7 6 Ti ARRIVED: I DEPARTED Project Name: t , 6,teProject No. Lab Report No. Address: -1Page Page of 11/5' r " SCJ<'r <, 4 t c G' 0 R Permit#: / Client Name: ti. c f':^ 11 f t -Pcj .� r Special Inspection LiContinous CIPeriodic❑ Weather .<,. x �.. i ��„ ❑ Reinforcing Steel 0 Structural Steel Fabrication 0 Footings ❑Columns ❑Auger Cast Piling ❑ Reinforced Concrete ❑ Structural Steel Erection ❑ Slab On Grade 0 Grade Beams ❑ Structural Grade O Concrete Forms ❑ Expansion Bolts ❑ Walls ❑Post Tensioned Slab O Structural Masonry ❑ Geotech Oservations ❑ Shotcrete 0 Structural Fills U'Other(Specify) e-; ,�•1 ...G ❑ EpoxyAnchors ❑ Sub-grade(footings/slabs) K 4 4 ❑ Fire Proofing ❑Pile Driving LI-Other(specify) j U K"1) 4-r" Supplier Mix# ,�, k '°n(si sl /Flow 3 A4 b t to , 4 J -ic i't;,, � ,,,,,.: Air Content (c r4 ng S f1 O4 t 5 Cl line Material Temp. Q}rt U , P t� F ley, f rr r !�( � 1 Ambient Temp. c .enter' n .1 i,e ��t^,`f1 1, , Time Placed No.of Samples Design Strength(PSI) Tot.Cubic Yds.Placed Note: The section below should contain the following,check if applicable. ❑ Items requiring correction, ❑ Corrections of previously listed items, 0 Previously listed uncorrected items, ❑Changes to approved plans and/or specifications by Architect or Engineer,❑Materials and methods of construction,0 Equipment used, (i.e.what was used to proof roll or obtain compaction). Sfi ",� 4 * gym,v°`". 9 S a t 3 .,� d v 4 .F"�:4 S w S.i Jn �* =�t • �..,.5 � - c .� a ^ la�^ a «.,.' , >u• ^a,-4,4s „ •.F=# ❑ Reinforcing steel was checked,in locations listed above,for grade,size,lap,placement,and clearences where applicable. Continued ❑ As a mutual protection to clients,the public,and ourselves,all reports are submitted as confidential property of clients and are intended for the use of our clients only. No other person or entity may utilize the report or any portion thereof without our written permission: .' r , „"Pdr- F r :mr & ,(.' '�'' ' a : ,;s I t a ` s ) � f..�". 7��'. oTnspector/❑Technician 2 0!� (r 6 L e # Reviewed By MW[ELD2.PUB 8/2/95 B.RAI N sm Braun Intertec Corporation 6032 N.Cutter Circle,Ste.480 INTERTEC DAILY FIELD REPORT P.O.Box 17126 Portland,Oregon 97217 I- Phone:(503)289-1778 q f ��r� Fax:(503)289-1918 DATE: S—Z G 7 V?- + TIME ARRIVED: ):OO A�V\ DEPARTED 10;3G 0-11 Project Name: Project N a n Y �`��� Lab Report No. � Sr►(neC d V; 14te AD Address: ilil p Page l of 1 131 1 c 51�. Stl m ry c etc! f Iqt'di Permit#: Client Name: n :DC OP 10 FI tPn 4. Weather Special Inspection 0 Continous❑ Periodic❑ 5on fl f 0 Reinforcing Steel 0 Structural Steel Fabrication ❑ Footings ❑ Columns 0 Auger Cast Piling ,81 Reinforced Concrete ❑ Structural Steel Erection ❑ Slab On Grade ❑ Grade Beath§ ❑ Structural Grade 0 Concrete Forms 0 Expansion Bolts AlWalls ❑ Post Tensioned Slab 0 Structural Masonry ❑ Geotech Oservations ❑ Other(Specify) — 0 Shotcrete ❑ Structural Fills ❑ Epoxy Anchors 0 Sub-grade(footings/slabs) ConCr �` , ❑Fire Proofing 0 Pile Driving r�4 7, Mortar 0 Other(Specify) Supplier LActc Mix# 0 Z Z 5 yPcf "......li:itT $` ', `"i7,,„7- :,,,,.: } Slump/Flow 4-0'11' ��,n I t,J�11 Air Content I.5°i BVD Material Temp. 7.7c, Ambient Temp. 7 10 Time Placed !:q 7 ar 1 No.of Samples t.., Design Strength(PSI) 33 Tot.Cubic Yds.Placed 10 0c 2 Note:The section below should contain the following,check if applicable. 0 Items requiring correction, 0 Corrections of previously listed items, ❑Previously listed uncorrected items, 0 Changes to approved plans and/or specifications by Architect or Engineer, ► Materials and methods of construction,0 Equipment used,g(i..e.what was used to proof roll or obtain compaction). 1y4� c 'f : , <, �Observations Arid Comments ': 4 y, fF , .,.d ye, 4 -,,r4 4 '�'9-..L.r�i' �.,w,.. o,. - • 4,^9+d :: Pf.Ti. 4 ,, ire 0 Reinforcing steel was checked,in locations listed above,for grade,size,lap,placement,and clearences where applicable. Cor\c colt itSi'irJ 4 tAXkc V t cc c ole r\ on t_oca it i o.r\o c et+k SSi‘Lt St r"PYll(n ��? GiM4c�°1 ogre [QS-V'. Continued o Asa mutual protection to clients,the public,and ourselves,all reports are submitted as confidential property of clients and are intended for the use of our clients only. No otherpersonor entity may utilize the report or any portion thereof without our written permission. To de b t: . ce :e a z '°the work -.77777,77--,',,t,-° �� z P' t �,� , e a t * rove'f design drawings, 38 #38 la s 4115 f d Fe-.F d , . :{wtl .b+ F YF 1811 . SbM .� ..�1¢'"t r.;iA'HI. 'iP` L"'":`s"(' K, .",,, n 1C ❑Ins ector/oTechnician t it '' 1 ' ,, #2JX) c y Reviewed By P > MTFIELD2.PUB 8/7/95 BRAUN INTERTEC NORTHWEST CONCRETE COMPRESSION TESTS Report No.: Client: foki4er\ DZQJ of roe r`1 Project No.: 110X ^ `� 4%8 E Cast By: G - rf\ r`o°. Date Made: F-22 Project: 'COM int( oa \;1l49P Date Received: Address: 1 39(IS C\...)f'"tr'lt{ won Permit No.: 1---\ -� \ pp ; '' I^iCYarC� Qh.. Type of Specimen: (�6� �� psi, g ) ' psi, jd'� Max. Sized Aggregate 5 (design),, (poured), Additives torC Product Code: 0 Z-7 S Source: Lam: 0( Batch Time: C iekt 1 Slump: /t; Ilk `�M� Air %: c /c Ticket No.: 13 9 Air Temp.: 71 Sample Time: J ' 7 fl Cu. Yds.: 10o" I() a Load No.: Conc. Temp.: 7 7 Weather: CO nrx�1 Location of Pour: Po+1A-I r c kfr3rA\ \S J } Compressive Test Date Mark Weight Max. Load Strength Average Age Tested (lbs.) (lbs.) (lbs./sq. in.) S-2`1 7 ( a zg `x-19 1-C 2$ 1-11 1- 0 Z8 tic ici Reviewed By: BRAUN INTERTEC CORPORATION 6032 N. Cutter Circle, Ste. 480 CONSTRUCTION INSPECTION NON-DESTRUCTIVE TE-STING MATERIALS INSPECTION P.O. Box 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS OregonSOIL TESTING Portland,PHYSICAL TESTING 97217 ASSAYING Phone: (503) 289-1778 • FAX: (503) 289-1918 BRAUN INTERTEC CORPORATION Report of Field Compaction Tests Nuclear Method ASTM D 2922-91 Date: v Report No.: Client: Project No.: 1 ,'_ (-1/ ' '---- Project. ) C''" n,ri , ,'1 " u c L I ; I' Gauge Serial # 2 Ci--1 Address: r l - r. Moisture Std l `/ -I- ,4''; � ) Density Std 2 q /{- / -, • M/D Curve: ASTM ❑ 0698 El 01557 Material: =� ; AASHTO ❑ T-99 ❑ T-180 Source: Notes: 1)41'.1,:,t-- ,-H,- q- --''!7--,1-.- - cave-c) 0-1 465° i'-'47;1737:6. -1 c i-- ,-!, t 7 ',-14'''''' 1c,i.1rC1 ) Ycf2( i)e.` , C )i-f, . .af I rp''4 c ` r,,i; ,._ C/I nt-- -F ' , -"2 ;,...y ,' ( i_RF 1 tr )) tt H ;e .1'''.:'1,,t:// - ";.' /1",..4 x 7 / YF=c `i:V I )fY-ri , 6 � 'j "=t(^tCr �'I1�rG'I'PGi �- -F'. 't _ •l � ,� '� �r/ fel' /`r Max. Lab. In Place Percent Test Depth Optimum Dry Density In Place % Dry Density > egO ' Compaction No. , Moisture (PCF) Moisture (PCF) iiiiiiietimokowan Specified Code * 1 1 I 11 I ! 3 1 I ti ) I Test No. Test Location Elevation 1, t4( r,) _h :f';y:,. 5 ,-)o-/, + - /,x ,,1.1 5 l--� <5 ?I r,"/,,, t,.,e V�j -.)(:)',P : 147 1$ :tom (7( .-,,- `T . :J.- 7, (,)- t (,- .,+-1 I •' I��-1-/i ,, 1 '{6 f" 1Jet ,114. 'y 7 )-( A r *Code: P=Pass F=Fail /Y> -If you should have any questions regarding this report,please call 289-1778 Ext.4732 Reviewed by Field Representative: !L�? % ET c. 0/15-- B RA I SMBraun Intertec Corporation 6032 N.Cutter Circle,Ste.480 INTERTEC DAILY FIELD REPORT P.O.Box 17126 Oregon Oregon 97217 Phone:(503)289-1778 Fax:(503)289-1918 DATE: 4?—/0 -' 't,,,w TIME ARRIVED: 7; j DEPARTED 1 C) ; O ~,7 Project Name: Project No.: Lab Report No. .svrt Hg.R.wDOD V iJ.-LA 4mpg _ g:41)x -47G. -_ 40 $ g c.9 Cu Address: Page of /. )4-'35 r. w, StJrE r :wo3P Ct.. To_+c.Aca� 0� Permit#: Client Name: &b.wEN P£J eotst-1 k ''T. weather: Special Inspection Cl Continous❑ Periodic❑ c 4:e4+t_ jYt*O , ons Performed. -',:z7,,, r. Type.Of Structure inspected .,.; � :'f ❑Reinforcing Steel ❑ Structural Steel Fabrication ❑ Footings ❑ Columns ❑Auger Cast Piling ❑ Reinforced Concrete ❑Structural Steel Erection ❑ Slab On Grade 0 Grade Beams ❑ Structural Grade ❑ Concrete Forms ❑Expansion Bolts ❑ Walls 0 Post Tensioned Slab ❑ Structural Masonry ❑ Geotech Oservations 0 Shotcrete 0 Structural Fills 0 Other(Specify) 0 Epoxy Anchors 0 Sub-grade(footings/slabs) 0 Fire Proofmg ❑Pile Driving '1..;:c:';','"' ' e ` , r'I,. " , G rout Mortar ❑ Other(Specify) SLvrte TEST o0./4,Y Supplier LvN 3,;7gret,. __ . Mix# 22..Go p y . .w '. .., s; Slum !Flow ,, �.- 8 L 0. ** . `,-ate Al ° A-L Air Content �. Material Temp. 7 g v Ambient Temp. G.a Time Placed ,aj ; LS- No. '..SNo.of Samples Design Strength(PSI) i 06 c, Tot.Cubic Yds.Placed Note:The section below should contain the following,check if applicable. ❑ Items requiring correction, ❑ Corrections of previously listed items, ❑Previously listed uncorrected items, ❑Changes to approved plans and/or specifications by Architect or Engineer,0 Materials and methods of construction,❑ Equipment used, (i.e.what was used to proof roll or obtain compaction). ,° 4.,''..-'',',':--!',1 '4, , , ❑ Reinforcing steel was checked,in locations listed above,for grade,size,lap,placement,and clearences where applicable. Continued ❑ As a mutual protection to clients,the public,and ourselves,all reports are submitted as confidential property of clients and are intended for the use of our clients only. No other person or entity may utilize the report or any portion thereof without our written permission. ., ;:,-77-14 =7:7 a s tt r7 'a7 a mA adn t( 7 s e r a `'' 4 , ¢ d t '? A ., 1t,t„ta,s » n' ,,' #,d '3 ts j,.s' 1F f.1 '7 at '; ., nsof UB.C. ',' „° .,$ i4 ? r1 ,; , ,,rH,<4" } rhr ,E ,„..,.. ❑Inspector/❑Technician s / f # Reviewed By t: MTFIELD2.PUB 8/2/95 BRAIN ICORPORATION 6032 N. Cutter Circle, Ste. 480 CONSTRUCTION INSPECTION NON-DESTRUCTIVE TESTING MATERIALS INSPECTION P.O. Box 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS Oregon 97217 SOIL TESTING PHYSICAL TESTING Portland, ASSAYING Phone: (503) 289-1778 • FAX: (503) 289-1918 BRAUN INTERTEC CORPORATION Report of Field Compaction Tests Nuclear Method ASTM D 2922-91 Date: 7-- 10 p 'L Report No.: t� Client: t.,.,. ,k) i== ' =.a ti,,. v. ' ' Project No:: Project: .<1) n C iU J O ' °L Gauge Serial # .. Address: i„$4-e/S— 0 vim re-Woo) 0 It Moisture Std 1 Density Std 2,-3 CD a. C o MID Curve: ASTM El 0698 CI01557 Material: 4- AASHTO 0. T-99 ❑ T-180 Source: Notes: 7 ? 4 r^4 c' .` t' A ✓S', o!,.,..c 4Ai, ................................... .................................. ................................... Max. Lab. In Place Percent Test Depth Optimum DryDensi In Place % DryDensi Peti ':> Compaction P tY ty No. Moisture (PCF) Moisture (PCF) ai #1 ><`. Specified Code * .................................... ................................... Test No. Test Location Elevation 4- A u iv I r j , . , t. *Code: P=Pass F=Fail If you should have any questions regarding this report,please call 289-1778 Ext. 4732 Reviewed by Field Representative: BRAUN INTERTEC CORPORATION CONSTRUCTION INSPECTION 6032 N. Cutter Circle, Ste. 480 NON-DESTRUCTIVE TESTING MATERIALS INSPECTION P.O. Box 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS SOIL TESTING PHYSICAL TESTING Portland, Oregon 9721 7 ASSAYING Phone: (503) 289-1778 • FAX: (503) 289-1918 REPORT OF ASPHALT COMPACTION TESTS Nuclear Method (ASTM D-2922) Date: 4 • ( Report No.: ~� Client: 3 be-'0?-1 ;1-14 Project No.• 110 -Li Li()Y) Project: Sur Address: Ti rfsful c)g Gauge Serial # -t�-1 Density Std Laboratory Density: '5E) > (pcf) Standard: ci-Rice (AASHTO T-209) LI Marshall (ASTM D-1559) Type of Material (Mix): Source: it (SSI ='' Asphalt Temp.: , Weather:l '"� ' ! Ambient Temp.: 0 �-) Notes: i�`Y. ' �- ISI{ l � � � )�jx,l 1c( d reciS !'1c 'io. . (1)11-t p .c.lw I d orE' riA\?r. General Location: (t 1 cd v-10 `� � � ��'�',�" ' �-.3o s 1. Test In Place Percent Specified No. Location Density (PCF) Compaction Compaction Code * Si- rte('" t.�Zh-- Ce,�11('t` j 're 'f.. eJ 1 ::>:<:::>::, �:<w:: >::;:::>:s>:: 0 1 50,,,, er 4(c) FY) cm fin' o)foc 04,1 4. ) 1111111.111.11 t 10U1 0C - .s§ cl tr-1i Q. maa H a , 111101111111P loo' �s 4J9 ..�L...J �� 1,..\!-i'i efl, o- 1 13 1 *Code: P=Pass F=Fail If you should have any questions regarding this report,pelepse call 289-1778,Ext.4732. Reviewed By: Technician: v':31-7Mcf'"' `+r.I l I � DAILY FIELD REPORT Report No: 3 ii Project Name: , , ,_, , 0, t1' i/41,7, Project No: S.%-I 2,t Page i of I Location' #ref « Dater , `0Day: , p;.l rt, I Contractor: Pyr i Foreman: .. , jt',r 1 g DNA Field Representative: L Le,, , Vie,'{ Z Weather: 'o r4," Su 61.1,I ` Equipment Working: Observation/Testing of: S s' .... f'ts i e19 4f Summary of Operations: .,,," y [fs,,,:i_H I ily + ‘i,. 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Cp/ ";.h'°`: 4 ±'•+. +:.:f' "t):4 1 el,.+. 5 "Y1"..g t., k7 ' i C"' •''', ' ` . ri t / !' ,t [ r i'r t,,t t i'''.(4 v'Y> ,'","1r"'xii (.4 -',i'--,4 rj i; y,„u pt'(-Ct. ` ( , ''9 . Y :e7F %yI"a'. �" Jh y*,'.� t 11 I f� I" i I i ' I I `i ii I I gg ii 1 Ir i i { X DNA Project Manager: 1,4` ' '' �y Jf ,+^^:,, , I� �i DAVID J. NEWTON Associates, Inc. i Civil and Geological Engineering Services !! 1201 SW,12th Avenue,Suite 400 . Portland,Oregon 97205 (503)228-7718 . FAX(503)228-7781 , a l. — DAILY FIELD REPORT Report No: ` ,, , Project Name: «°" a3,, pe Project No: fi z.2., Page of 1,1 Location: .c.1;), l c r .lift,„,,,c,, .1‘371rJ Date: qJ`j /% Day: 6,1,,'sG ti t '', ' Contractor:{.. '. " Foreman: Pt)e P.c)i)PrI'S a> DNA Field Representative: L f G ,1 K e i'l 2 t, Weather: ,4)y c ., n n- :. Equipment Working: Observation/Testing gof` 1 Summary of Operations: 1 f jy,.. s1i". 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FAX(503)228-7781 1 — DAILY FIELD REPORT Report No: C II Pro ect Name: __ , ; t 1 j Project No: S116. Page 1 of Location: '51) '!;s-� Sce,rri . ri► Date: 01/l /47b Day: 1l�t 114s Gr`1 Contractor: o(A., n y Foreman: S-$p U P v i'r'is DNA Field Representative: 4 Ictyrt Of i/ 7 Weather: Equipment Working: Observation/Testing of: _ 1� ((tt I 1111fFC.rS e Summary of Operations: il1,.r - 6 `› eV ' Zc.)6. f-is 1.°4711A P't>4 'IC; ol,se rt r si-dp0 Ett el II C,t;, i , 1'C=F',r ,'r 1 �1{', , S4a v F r• c{ ' 't'tit)Ar(,0'r-r% IEF� c 4 rte{ l dtt tn,{ iic , ' ss_' t ,Y•.,, .!1 t L , 7;'" rts's"' :. , � t.,.,e4ry d,[, tr1 'tr ,,L^ -PP h '*"+I '' ' et,, 1 "`� , ,...,,l_ P',l r� :,t, 1"ffrr:x_m L/,!, Io+St, 14 trt[� -Ge„ L ES "If P4,1 #� f7P S 1 irj*o tpt1'e �.+ 1 �1 # (1� C °' .K<i Lc t,�'�(' fel r 1'� 5. 1 ': ._ S„As��c�tle-,tF "f,,t14 .0'vF it*� CCP.._S S1 a"r `5 a4, $1 14 i )s 0.,),,t L' pfC+h -Ci,,, ,/.'�• i ..:.-;•,n{ _o 4, c!`' ,,,.'„�'vt.P"-f,.1c, -,e ps k.„y."i., t+,,,g rr fDf. r ii I h.4r)e, n,( c,i„ ,42 t,:, soup r.1 /zt 7 et too,- _> ._. iT i_ ...;,2 4 _;*,,,,,c4..-• k g f P /004 r ,...et 1.y lel t Fr C..13 et n P t. 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',r^i F ,�+ 1,, ., .,t 'S ,,,�r" II DNA Project Manager: , ' f C if, '1;t- 5,.. t.�"fr( L L. r - ,,,, #.1 ,> { r, F {_ t 'S' 5a rt�r�' �P y�'at'S '� / r•t dW { t0an i t (.^r r r t-.^ ; ys N DAVID J. NEWTON Associates, Inc. .- t.ril1 _ . Civil and Geological Engineering Services ' ---;,..�> li1201`SW 12th Avenue,Suite 400 . Portland,Oregon 97205 . (503)228-7718 . FAX(503)228-7781 IL DAILY FIELD REPORT Report No: �1 t s. _ Project-Name: , Project No: ��--1.," ,, Page of ., � y. Location: a Date: 10~ iiT f+ Day: ,t Ac(Aa Contractor: €.,,uj: ,r,. , Foreman: fl p r. S DNA Field Representative: 1,,.14, 1 \'w,e; --z, Weather: i.t i e grbc Equipment Working: Observjtion[Tes ing of: I t:01(#) )1C/2 i ;# Ôj Summary of Operations: 1 ., � r, ,. . }x tt . La,1. }�• r tta?:Fo"4t' i'a+ .e '7'"7r�.3'{�° lc, 5'4,41'11�'d is XPa`. ,' `,. 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J I Iligir Civil and Geological Engineering Services } 1201 SW 12th Avenue,Suite 400 . Portland,Oregon 97205 . (503)228-771$1 FAX(503)228-7781 , S DAILY FIELD REPORT Report No L Project Name: Project No: './ -. f t) Page "; _of II Location: Date: Day: Contractor: Foreman: DNA Field Representative: Weather: -Equipment Working: ObservationlTesting of: Summary of Operations: /2,t a. s f ;o z cam,+ ; U E 1( ,aCftr ! i Gf%-si'4t' t it r t --Pyre {ata 71,, �� to f t,' !s� ,rte,P fr E) t 1% { ~ nom i rk A;. �f`" G �4i 't"?�7"i ,tA ` a"� �P t' a Cr✓' l fly "Q7,po io , ie l e� . q � r I DNA Project Manager: ' 1 Tl A\7TT1 T T•TCCTXTT'rNAT Ll1 Y 1L :J. 1\L YV 1 v11AJJVVI4�VJy 'lilt.' %) Civil and Geological Engineering Services 1201 SW 12th Avenue,Suite 400 Portland,Oregon 97205 . (503)228-7718 . FAX(503)228-7781