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Home My WebLink AboutPermit Field Test & Inspection Report 1997-4-22 ~ APR 22 '97 09'57 FR PWTL-EUGEtjE 503344 2735 TO~7245 P.Ol/111 !psil g:~;::'::i.'::I--'" . . Construction C;....slIlItng . I!ng;neering . Testing ~PJ2-.-IL 22, 1<79l /3 fLg-P. K, 12~ U L TS Fo (2..- G r<-oU"l Po u R....E.:D otJ Pe6 2..5/ ,g91 FOJ2- ell<;- C-A D t:. po(")c AT OUi~JVI-A'I.r-j=-'S-r-:~c.-I-J LA6 :t:t A&E B/2...Ef\K DATE . [,<731 1 DA.,-? ~/4 (.0 '7 3 2- 28 DAy :3/2. 5 Go q 33 28 DAY 3/2.. 5 Co (:) 3 4- 28 DAY Y~5 PSI. 32'70 4-G.- to 4000 3100 , i-2E'q D 3000 AT fl LL S p~ C. I 1Vl. eM. s 2.BDAY. TV\ ~ I' .ee:-Q LJ 1 Q..6 'D S n:U:oN (;, T\.\' LAt3 C.o p (.) r ' . 1. /J J ~p? /',/.. _/:--_. jjI ~ Ci<... - \...C./c...&'~-=: 1i!/imllnfiol1 1'0 Build ~!I. P;~:;b,::;"nal ~t":ic~ In,jU.wll'.lS, Inc.' 645 COngeT Street. e.:uQ~:"le. OR 97402. Phona ~411484-9212. F;;r 5411'3.44-2735 H, TDTAL F';~C1E. C~l .' j --.::-- . FEB 25 '98 10:29 FR PSI-PTL-EUGENE 541 344 2735 TO~3689 P.02/12 . l' :Jsil::::t;~h~~~r:f . - . ConstructIon Consulting. EngIneering. Testing Pittsburgh Testing Laboratory Division REPORT OF GROUT COMPRESSION TEST TCSTED FOR: CASKADE POOLS 384~ MAIN STREET PROJECT: ---- .-_. _.. - . \ r 38~~..MA'I.N' ST. ('~~sPRiNGFIELD, OREGON SPRINGFIELD, OR 97478 I);...TE: April-.3.,2, 1997 REVISION #1 OUR REPORT NO.: 722-70063-9 ..~-------- ---.---- FIELD DATA: LOCATION OF PLACEMENT CMU WALL 8' TO 12' (tAil:PLAi::f:O ";~ 11 L::; April 22, 1997 10:15 am 8 SUPPLIER PROPORTIONS CEMENT WATER FINE AGGREGA IE ADMIXTURE MORSE BROS. ~,I.Llt,1P, IN. AIR: CON1E~ r. "/0 ,,:R TEMPERATURE. "F GROuTT~MPERATURE,~ J)A T~ RECEIVED IN LAB Fk~LI~ DATA SUBMIITEO BY 1.1]:." SUBMITTED BY 7 SACKS 58 60 April 24, 1997 ROB CRAWFORD MORSE BROS, ....------. -.-------... I i L~~~~TRORY 1'-.-- .----.. i 742o! 1 -/425 ';'1i..6 ".'-1 .~ "7 -. . ~PECIMEN I TEST I IDENTifiCATION AGe; OR:jET NQ. I (OArs) I .. 1-"- I 7 1 26 26 28 COMPRESSION TEST RESULTS ASTM C109.S3 DA.TE 0, TEST TOTAL CUBE LOAD SIZE (Las,) (J~., 22560 3.00 x 3.30 36460 3,35 x 2.85 49020 3,32 X 3.28 41460 3.33 x 3.05 CUElE 'REA (SQ. IN.) ) COMPRESSMOI I stRENGTH . (P~I) "TYPE m: eREAK 04/29/n OS/20/97 OS/20/97 OS/20/97 9,90 9.54 10.88 10.15 2260 3820 4510 4060 Cone Cone Cone Cone r--_on ! Si'l:'U',C..hJNS I --~---_. I I 26 ...I 3000 J. l_..__._ . REMARKS: X CU!I":; milo.) t/\o' PSI ,"ll,:lrflsenl"till.., ..!. Cubas pid.r;d up by PSI r<lprason~\lII. T.J.\"UUlllcomplt..ilhil;"lIc.1C1o X ~p.clfiCllllonll C:.Ieur; Inottltltly,o.rt:hi,otl'sor Contr&C10(5r<lpreSenl~iv.., . Cl"lbe'~Qli"'<lflrdIDF>SIIQi;o"ra(\')ry. r...lllrtlllUhsJontllc,omPly with llJ)plH:.abl.$~9,,1'Ic.nljona. MIX #08007-G; TICKET #82742 TECHNICIN<: KEN ANDRIEU Respectfully Submitted. Professional ServIce IrJdustrics, Inc. (. T"I!!tE TE~r ,"EIiULT~ A.."IoY O~L Y TO THE l!P!;ClflC :AIoUl'LI:'li TESTEOAND ~Y ~QT!l~ 1"''DlCATlVE OF THe blTlRE Iol.r.Till:lAL PtACEIorlENT. ,1!:"vI1r:. ......, ....af lie RehiQOvCt:'.o. ~~EPT l/'l FU~~. ..r\nTI'1OUT 'hR1TTI!N f1ilO;iIl~'ION a.. PAore.aelow.L tl!AVlCIO ~OU~TIl:I~I. INC ":Sl "'~~\J'll F Information To BlI ild Oil Pro'as$iun~j Ser\liee Indusuies, Inc." :545 Conger Street.. Eugene, OR 97402" Phone 54114134-9:212" Flu 541/344-2735 . ~. /e ir-ED 25 '901121:29 FR pATl-EUGENE ; 541 344 2735 TO~3509 P.1213/12 -- r feB. tcf\ N\oR- JO~ Co0ST. ~ ----- 3 r-:- poo L- C ASC-1; 1) v . . . AUlD. /'I tJ'\ -- . <dIUJ .. 11-45 . 1~ t _____ ,J .. ~'; J, FEB 25 '98 10:30 FR P~TL-EUGENE '87 EnvironLnfal - I D3: Geotechn~cal 1.- Cons~UChon CDn5Ultlng . Engineering. Tt!I$ting 541 344 2735 T04lll3589 P,04/12 ......:.:.... ", . Hpf2---IL 22, 1<J~l 13 IZ-rz-A K.. I2E:S U L TS Fo t2- L""'( KoUi Po LJ R-:-E'Q o^J F (3:6 2_ 5 I 'CJ Cj '7 FoR- CAr; Cfj D ~ POCJl- n r 3 [3 4- L. IV1 R I r-J S rf2.EET. LA6 .# AbE 5!2-Ef\K DATE -. (,'13/ 1 DA.Y 8/4- Co't3L 2.8 DA'f 0/25 G, <733 28 DA ") ~/2.5 Co934- 2.8 DAY y~s PS :.r.. 3 2-'1 C) +(.,/0 4000 3f~O , /!.cq D 8000 AT I~ LL SPEC, M eN.. 5 LAB CopV L 8 D A.Y . III'-':=.t-I F?-e:Q () I f2..-E:' b S Tl<..E:N (-) TH . --- d~;;C"~~ fnjol7llatiol1 To Build On Pr.:Jfts~I\:)l"'\31 Se."'ica Industries, Inc. . 545 Cong'er Street. EJgene, OR 97402. Phone 541/4&HI212. F~ 541/344-2735 , FEE 25 '98 10: 30 FR paTl-EUGENE 541 344 2735 T04lll3689 P,05/12 l' -I Environmental D~: Geotechn~cal .--:- Construction ConsultIng. Engineering. Testing Pitlsburgh Testing Laboratory Division . DAILY FIELD REPORT TESTED FOR: CASKADE POOLS 3842 MAIN STREET PROJECT: 3842 MAIN ST. SPRINGFIELD, OREGON SPRINGFIELD, OR 97478 ~^T~.c,,:,~=-;,pr_~124 . i I , i .997 OUR REPORT NO.: 722-70063-8 '-----,-:;-c:,C=--1 WEATHER: TEMPERATURE RANGE: TO: i I 1-.-.--- INSPECTOR: ROB CRAWFORD ::::...::.:::...-==--=:_-:-" _i I , TYPE OF INSPECTION BEING PERFORMED SOilS CONCRETE ie I , I , FOUNDATIONS BATCH PLANT CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE) ASPHALT ~ OTHER BATCH PLANT x PICK UP GROUT SAMPLE _____ PLACEMENT (JOB SITE) .--.--------.., .------.... --.,---_. '.----.--- BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: PSI REPRESENTATIVE PICKED UP GROUT SAMPLES FOR COMPRESSIVE STRENGTH TESTS, i I I . L ___no_.. '_._n__".._ I ! . .___.J Respec1fully submitted. Professional Service Industrios, In~. Je 1,l~l>t;qTti..u.~ NOral: ~"l'i'otV;E:O, E.xCEPT 1",'Fl.Jl.l, WITl'OOUT 'o\IRlTTE.II/ ~"I~SlONeT PRCFEa~l S.ER'wlCE D.IOLJ$TJUe'Ii. INC. ,'Il, io.'~O'2 \ll~ bzformaliOIl Tu Build 011 Professional Serl/b:: Indu:nric$, Inc,. 545 Congar Street. Eugene, OR 97402. Phone 541/484-9212. Fa.x 54V344.2735 FEE 25 '98 10:31 FR P~TL-EUGENE 541 344 2735 T04lll3689 P.06/12 --1 Environmental I DB' Geotechn~cal 1.- ConstructIon Consulting. Engineering' Testing Pittsburgh Testing Laboratory Division . REPORT OF GROUT COMPRESSION TEST n:STI:u FOR' ,~ASKADE POOLS 3842 MAIN STREET PROJECT: 3842 MAIN ST. SPRINGFIELD, OREGON SPRINGFIELD, OR 97478 DAlE: ~pri 1..~? .',.. .~9~.? ._.____._.__ REVISION 111 OUR REPORT NO.: 722-70063-7 ---.". _.~-~--------_.._- '""-.-....---.-.-- --.-,.. ._-~--._..~ ......-..._.. FIELD DATA: LOCA liON OF PLACEMENT ALL OUTS IDE WALLS COURSE 7 - 12 DA rE PI ACED TIME SLUMP, IN, .A.IR CONTENT. % AIR TEMPERATURE, 'F GROUT TEMPERA l1JRE, "F OA iE RECEIVED IN LAB FIELD DATA SUBMITIED BY MI_A SUBMITTED BY April 17. 1997 12,35 pm 9 3/4 SUPPLIER PROPORTIONS CEMENT WATER FINE AGGREGATE ADMIXTURE EUGENE SAND & GRAVEL 74 70 April 1.8. 1.997 ON! BROCK EUGENE SAND & GRAVEL 7402 740~ 7404- 7405 lu SPECIMEN ; TEST I IOENllflCATIONi AGE OR SI:T NO. ! (DAYS) . h I i ' I I I COMPRESSION TEST RESULTS ASTM C101HiI] TOTAfl CUBE O.A.TE OF LOAD SIZf TEST. (LBS,) [IN.! I 1 lJoeOAA'rop.'f I p.;Li~.~6EA I" 7 28 28 28 04/24/97 05/15/97 05/15/97 05/15/97 30090 26140 26490 26610 3.00 x 3.30 x 3.10 x 3,25 x 3,00 2.80 3.30 2.80 I CUBe AREA (SO. 1111.) I 9,00 , 9.24 , 10,23 9,10 COMPRESSIVE st~eNGTH (PSI) TYPE 01= BREAK -----.1 i 3340 2830 2590 2920 Cone Cone Cone Cone I SH:Clt:IC-A TION$ i 28 2000 , REMARKS: X CuDas m;:ido by PSI t'~'8$Ej{lt9ti~&. X C<JbeS pk:w.C1d up by PSI repr8IllNllll'o"e. .TaSlra;.ul\al;QtftPly....ltflepplic:.abIO X 5POldfl.:.alloJ'l8. ('U~~5 rr'IIIN t.ry An:hlllilCI'I or CO:'1llOICI"'" ''''P/'\J18t\ISU'''\lI _ Cubtr.s r:k.livQr"C1I0 PSI IUDorlllcr,. T.at IlllU11B Oonal comp!y wi:h lll~pl.Ic.a~le apOcilicll.lic.ru, TECHNICIAN: KEN ANDRIEU Respectfully Submitted. Professional Service Industries, Inc. . T....e'!;E' rEliT OjEflLlL T\lI Af'';'LT O....lT TO T~ SPeCI'IC SAW'LE6 TeSTEO.-.NO WAY l\IOT 1:11:' 11'/OlJ;4TI'o"E OF THE ENTIRE U,.;.Tillll"l PlACELIIENT. tti",;.otr r, "'" T Not ill:. REPliIODUCEO. el(C~r-T IN fUll. ....,.".tOlJT !M:IITTEW PEflLtl8SlQ/ol I:IT ""OI"~IIiSICHII.l SE:R\l1CE INClJnf(Jti;:l:. l"Ie. ..;':1 A ~'lO.Sl f Information To Build On ____..__. k...'___._________~_. .~__...,___.._. _.__..._._______.__.____._._. p~~i~-~~i~~~IS_;;~~~I~ustries. Inc.. 545 Conger Street. Euge.ne. OR 97~02" Phon.a 541/4134-9212" FaJl: 541/344-2735 FED 25 '98 10:32 FR P~PTL-EUGENE 541 344 2735 T04lll3689 P.07/12 l HJl"" Environmental DS: Geotechn~cal .. . Construction Consulting . Engineering . Tesfing Pittsburgh Testing Laboratory Division. . MASONRY INSPECTION REPORT TESTED FOR: CASCADE POOLS 3842 MAIN STREET SPRINGFIELD, OR 97478 PROJECT: TIM'S BUILDING 3842 MAIN STREET SPRINGFIELD, OREGON DA TE: APRIL 22, 1997 REPORT NO.: 722,70063.6 __+_...~_~____,~.__~~__~~______ ___________. ________.n. .___.____ -----.,----.-.-----,.-. PROJECT INFORMATION \\'EA .HEIl.: CLOUDY GENER,\L CONTRACTOR: CASCADE POOLS CROtJT SUPPLIER: MORSE BROS, GROOT REQUIRED SffiENGTIl: lOOO PSI AT 28 DAYS TEMPERATURE RANCE: 55 TO 60 MASONRY CO/(ffiACTOR: ART'S MASONRY MORTAR SliPPLlER; ON SI~ MIX MORTAR lYPE & REQUIRED STRENGTH: TI'PE PSI AT DAYS CONSTRUCTION INFORMATION LOCATIONS AND ELEVATIONS CO:>:STRUCTED TIllS DATE: r:O.'\JE VERTICAL RltINFQRCrsC & SPACfNC: ',' O,c, ABOVE DOORWAYS -.CATIONS AND ELEVATIONS 'GROUJE) TIllS DA~: ALL eMU WALLS 8' TO 12' HORIZONTAL REINFORCING & SPACING: (2) #5 1ST'" 2ND COURSE ABOVE DOORWAY & 4111 COURSE TEST SPECIMEN ISFORMATION Sl::T NO, I SrECIMEN SIZE NO. OF SPECIMENS 3"< 3', 6" 4 GROUT TIME AIR TEMP 10:ISAM 58 LOCATIONS & STORAGE ON.SITE REMAltKS: CITY OF SPRINGFIELD INSPECTOR REMOVED MODIFIED PLANS FOR HEADERS ABOVE DOORWAY FROM SITE. CA.LLED TOM MARKS. CIlY OF SPRJNOFIELD AT 1I:30, l-IE INFORMED ME llIAT REBAR WAS PLACED AS PER MODIFIED PLANS CORRECl1.Y. I~SPEC1.0R: ROB CRAWI"OR..D Rf'$I'''Cn-ULLY SUGMlmD. PROFESSIONAL SERVICE INDUSllUES. lJ\c, . Injormation Jo Build 011 PrOft:':lo3ional Service: Iruju:mICls. !nc.. 545 Congar Slreet. EugenE!, OR 97402" Phone 54'l4~-92'2. F~), 541/344-2735 . TESTED FOR: . I'EE: 25 ''38 10: 32 FR PI.Tl -EUGENE 541 344 2735 T04lll3589 P.08/12 tb:;jl::~;:~;:~'::: 1,.- ConstructIon Consulting.. Engineering. Testing Pittsburgh Testing Laboratory Division DAILY FIELD REPORT CAS~E POOLS 3842 t-lAIN STREET PROJECT: 3842 MAIN ST. SPRINGFIELD, OREGON SPRINGFIELD, OR 97478 DALE~__.__!,pril_~,}99? , j'---'--"'" ~"--. I BRIEF RF.:SUME OF WORK ACCOMPLISHED THIS DATE: PSI REPRESENTATIVE PICKED UP FOUR (4) GROUT SAMPLES FOR COMPRESSIVE STRENGTH TESTS, I=:=~'" I I I I I , .. 1,__- .. OUR REPORT NO.: 722-70063-5 WEATHER: TEMPERATURE RANGE: TO: INSPECTOR: DANIEL BROCK TYPE OF INSPECTION BEING PERFORMED SOilS ---1L CONCRETE BATCH PLANT FOUNDATIONS CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE) X SAMPLE PICK 1~ ASPHALT OTHER BATCH PLANT PLACEMENT (JOB SITE) --,. .>---- ----j I I i i I I i i I i I I I .-----j I I I .J. Respectfully submitted, ProfessIonal Service IndusrriAs, Inc. ~fJ'Ol:lT~.......v NCIT BE:: J'jEP;!:QOl.J(:EO. E"t.EfoT IN PULL. ....'THOVT 'oVRllTEJlrtPfRMIG:11>l8Y PROFESSIONAJ.. KeAvlCE IJ,lOUSTRIES, INC. 1-'':1 iO. "l.~'J'2 PI' . Infu1'IrwtiU/1 Tu Build 011 P;~t~;;~-;"~I'S;':i~~I~d;lrie:J '1-;'~:-6 545 'C-;~-g-~r-S~reet:E~-gene:OR 9~7402~-P~;;-~e541J484~.9212':.F;-;-541/344-2735'-------un --- I=EB 25 '98 10: 33 FR paTL -EUGENE 541 344 2735 T04llt3589 P,09/12 . l ~.--.. Environmental "',~. Geotechnical I:::. '..... Construction Consulting. Engln. .:,.", . Testing Pittsburgh Testing Laboratory Division MASONRY INSPECTION REPORT n:sn:n FOR: CASCADE POOLS 3842 MAIN STREET SPRINGFIELD, OR 97478 PROJECT: 11M'S BUILDING 3842 MAIN STREET SPRINGPIELD. OREGO/>.: !lATE: APRIL 17,1997 REPORT NO.: 722.70063-4 -~'-----'--_.. ---..---.------ -~ -.. .-----.-. PROJECf INFORMATION WLA 111E1<, SUNNY GENERAL COI'TRACTOR, CASCADE POOLS GROm SUPPLIER: EUGENE SAND & GRAVEL GROl'T REQUIRED STRENGTII, 2000 PSI AT 28 DAYS UMPERA11JRE RANGE: 74 MASONRY CONTRACroR, ARTS MASONRY MORTAR SUPPLIER, ON SITE MIX MORTAR lYPE &< REQUIRED STRENGTII, TI1'E PSI AT DAYS CONSTllllCflO1'O INfORM" TlO~ LOC\TIONS ANn ELEVo\TIOSS CONSTRUCfm nlls DATE: NONE "RTlCAL IlrINFORCING .I: SPACING: 'WS AT 32" O.C I.CJC\110NS A.."D EI.EV A nONS GROUITD THIS DATE: AU. !'XTERlOR WALLS COURsE 7. II HORIZOl>ITAL REINFORCING & SPACING: (I) #; AT 48' O.C, TEST SPECIMEN INFOR,\fA TlON SET 1\\). I SPECIMEN SIZE NO. OF SPECIMENS J"'.I; 3"x 6" 4 CROUT TIME AIR TEMP 12:35PM 74 LOCATIONS.. STORAGE ON.SITE REMARKS: MIX #19. TICKET #112286W INS~ECTOR, DANIEL BROCK RESPF.C rFULLY SUBMIlTED. PROFESSIONAl, SERVICE INDUSTRJES. INC. . _._____.____.______.._______.___ .n__.~y.~J?~~~iOl~!.~ !!!!!k!9~t p~~~~i~;,~i.s;;~:;;~"Ir;d.~~;M;~~I;;_C..-:.s45-Cong9r Slr8eI. Eugene. OR 97402. Phone 541/484-9212. ~ax 541/344.2735 . .JESTED FnF/' DATE: )0._'__._ I i ! i ' !e I I I I I I I FEB 25 '98 10:34 FR P~PTL-EUGENE P,10/12 541 344 2735 T[~3689 l,,~jl Envi """.e.nta/ 1&111.... GeotechnIcal . - . Construction Consulflng . Engineering' Testing Pittsburgh Testing Laboratory Division DAILY FIELD REPORT CASKADE POOLS 3842 MAIN STREET PROJECT: 3842 MAIN ST. SPRINGFIELD, OREGON SPRINGFIELD, OR 97478 February 27.!....1997 WEATHER: OUR REPORT NO.: 7:22-70063-3 CLOUDY TEMPERATURE RANGE: TO: INSPECTOR; GARY DOLL TYPE OF INSPECTION BEING PERFORMED SOILS CONCRETE FOUNDATIONS SA TCH PLANT CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE) :\SPHAL T ......1L OTH ER BATCH PLANT X SM~PLE PICK UP PLACEMENT (JOB SITE) -.....:.::::------., , , BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: e PSI REPRESENTATIVE GARY DOLL PICKED UP GROUT SAMPLES FOR COMPRESSIVE STRENGTH TESTS, , ._-,-----_____1 Respectfully submitted. Professionaf ServIce Industries, Inc. Q.epyl:l~:; MA'I' Nor bE R,ofo..:OOLlceo. l:ACt:PT IN I'ULL. WITHOUT IIIIRlrre... ,,"fFtIolI~:;;IOptl SY PRClFEdSIO.......l tERVI,"" INDUllTFiIS, IN:. ~b'1 J...JOO.. (llF InJorllw/ion To Build 011 ---_.._---,_...--------_.._."--_.._.-.-~~,...... ~. ... -..---.--....-.-.". Prvl\:::)shmsl Service lrldll:wle$. Inc. - 545 Conger Street- EugenE,!. OR rd402" Phone 541/484-9212 - Fax 541/344.2735 FEEl 25 '98 10: 34 FR ptltPTL-EUGENE 541 344 2735 TJIIIl3689 P.1l/12 l2lii11!ll Environmental DS: .Geotechn~cal ... . ConstructIon Consulting . Engineering . Testing Pittsburgh Testing, Laboratory Division '. REPORT OF GROUT COMPRESSION TEST froSTED FOR; CASKADE POOLS 3842 t1AIN STREET PROJECT; 3842 MAIN ST. SPRINGFIELD, OREGON SPRINGFIELD, OR 97478 ')ATt: F~bruary 25, ------.-..."....- - _~__._..___." .._...._0_- 1997 OUR REPORT NO,; 722-70063-2 ~. "------ -------.--_. --.--. "-'...--.--...-...-.--.,.- --- . ------...-------. . FIELD DATA: LOCATION OF PLACEMENT COURSES 1-6 ALL WALLS DATE f-LACED TIME SI.LJMP, IN. AIR CONTENT. 0/" AIR 'l'oMPERATURE, of GHOUT TEMPERATURE, 'F IJA TE RECEIVED IN LAB I;IF.LD DATA $UAMITrED BY :'_~ $lJAMITTE: BY F'ebruary 2S, 1997 04:15 pm 7 1/2 SUPPLIER PROPORTIONS CEMENT WATER FINE AGGREGATE ADMIXTURE 45 60 February 27, 1997 GARY DOLL EUGENE SAND & GRAVEL 0931 6932 69)3 6~J4 I i I 7 26 26 28 COMPRESSION TEST RESULTS ASTM C109.93 TOTAL CUBE CUBe COMP"ESSIVEi DATE OF LOAD SIZE A"EA ST'RENGTI1 i TEST (I.&S.1 (I""'.) (sa. IN.) (PSI) t TYPE OF i:>RI!AK 03/04/97 30060 3,00 x 3.05 9,15 3290 I Cone 03/25/97 39930 2,75 x 3.15 6.66 4610 I Cone 03/25/97 39040 3.05 " 3.20 9.76 4000 I Cone 03/25/97 31470 2.70 x 3.10 8_37 3760 Coni': , . SlJEClfvlk::N I TI::;T I l.-<9CRATDA:f IDErmF1CATION AGE NUMUER OR SET NO. (O",VSi -________ _ __M 23 3000 'l I I i I I I I __J ;;r>E<.I..ICAl h:'N~ REMARKS: ~_ CUt:>tl:!l mllde b, PSI fC.pll;l$'ill'Ilarlvll. X Cub.$ p'",!)oJ up I))' PSI repl'1lUrltatlv& Tl:!'II'!lSuh.!:I)"Il)ly.....llheppli~bl" X IP..;lfl!:allo,,~. Cur:ell m~d<> 1:., AJi:hit;":f:!l Of !:onl~Cl.:,.\f8"'1t!!...,.,lilljvtl CUt)llll Olllivllll:!d Ie PSllabofslory. Tllalfe&ull, doroCJlCuITlPI)'....'i1J'l atlPlll::.l:Ible.pedri<;aliona GROUT WAS PUMPED. MIX #19. TICKET #108762W, TECIlNICIAN, KEN ANDRIEU Re.pe~tfully Submitted. Professional Service Industrios, Inc. . h'E5E TEtil MEa'.....-rt. "vo~.. O>lL Y TO ThE tPEelJ'c !:',oo.IIol,PLES TE:5TEO AIIID......" Irr;OT Of lI'rim..:ATl"e OF THt! C:"HlRE IMTEKlAL iI>U.";CMEriT. r~t:I'Q,:zT:; UAY Nor r.ERep~OOl'C~O, 6."CE;;'1 IN ~l.Jf,.\'. W1TMout ~ITTE'" 5'E"51UlC;:ICN 81 PROfE!l;elOloJA.~ C;!::I'tVlCE IIO!lU8'tkle$. lI\jC F-t'l".:oa.~, ~ Information To Rui/d 011 -._______._._...._ _._._.____ . .._.__..~__._..__.____._~___.H__.M~.. ....., Prol€lssional Service Industries. Inc." 545 Corlger Srrcf:l. Eugene. OR 97402. Phone 5.\1/4H4-9212 a F;'ix 5411344-2735 FEE 25 '9!1 10:35 FR ~TL-EUGENE 541 344 2735 To4IIl3689 P,12/12 .. l"'~" ,- .". Environmental ~~. Geotechnical I:!!.G. . Construction Consulting' Engineering. Tesflng -_._~~--_._------------_.. Pittsburgh Testing Laboratory Division - MASONRY INSPECTION REPORT TESTED FOR: CASCADE POOLS 3842 MAIN STREET SPRINGFIELD. OR 97478 PROJECT: nM'S BUILDL'IlG DA1'E: FEBRUARY 25. 1997 -===-==~.._.._~--~-.-- REPORT NO.: 722-70063.1 PROJECT INFORMATION WF.ATHER: CLOUDY/LlGHTRAIN GENERAl. COI>TRACTOR, CASCADE POOLS GROUT SUPPLIER, EUGENE SAND 4< ORAVELiTICICET '108762W GROl-'r REQIJIRED ~SGrn, )000 PSI A T 2~ t>A YS TI>Ml'ERATIJRE RANGE, 40 TO 50 MASOJl."RY CONTRACTOR, CASCADE POOLS MORT All SUPPLIER, ON SITE MlX MORTAR lYPE <<< REQUlllED !ITRENGTH: lYPE PSI AT DAYS CONSTIlUCTJON INFORMATION LOCATIONS AND ELEVATIONS CONSTIlUCTED THIS DATE: NONE VERTICAL REIl>'FORCJNG & SPACING, (I) K'i AT )2" O.C. HORlZOSTAL REIl>'FORCING & SPACll'G: (I) IS AT 40" O,c. .nONS AND ELEVATIONS GROUTED THIS DATE: SES 1.6 ALL WALLS TEST SPECIMEN INFORMATION SET No. I SPECIMEN SIZE NO. OF SPECIMENS :rx 3.x 6. 4 GROUT TIME AIR TEMP 04:15PM 45 WCATIONS & STORAGE ON--5ITE RIiMARKS: SLUMP U. GROUT WAS PUMPED, 'NSI'~CTOH( RESPIiCTFULL Y SUBMIITED. PROFESSlO"AL SERVICE '''DUSTRIES, Ise, - Pml"'l:>$ian::.1 $",r"ice Indu:strie:t Inc.. 545 Conger Street. Eugene'. OR 97402. Phane 541/484.-9212. ~~ 541/3~4-2735 Jnj(mnation To Build UII .l..l. TI.ITr,1 D'.....I"":::C 1 -, .'."