The URL can be used to link to this page

Home My WebLink AboutPermit Field Test & Inspection Report 1997-3-25 L ,,~., Environme!'tal ....,. Geotechnical . - Construction Consulting. Engineering. Testing REPORT OF BOLTING INSPECTION TESTED FOR: MICROWAVE TOWER SERVICE, INC. 4740 RIDGE DRIVE NORTHEAST PROJECT: 26~6 OLYMPIC AVE~'I 9lr 61S1'~r-- SALEM, OR 97303 DATE: March 25, 1997 OUR REPORT NO,: 722-60239-16 REMARKS: Jl.S REQUESTED,_ PSI REPRESENTATIVE GARY DOLL- WAS PRESENT ON SITE THIS DATE FOR THE PURPOSE OF INSPECTING BOLTING PER UBC 2228. TIGHTENING WAS VERIFIED PER TURN-OF-THE-NUT METHOD, UBC SECTION 2227. PSI OBSERVED THE TIGHTENING OF ALL BOLTS AT TOWER SPLICE JOINTS. , BOLTS WERE TAKEN TO 1/2 TURN PAST SNUG TIGHT PER DRAWING REQUIREMENTS, RESPECTFULLY SUBMITTED, PROFESSIONAL SERVICE INDUSTRIES, INC. cc: CITY OF SPRINGFIELD, REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WlTHQU1" WRITTEN PERMISSION IH PROFESSION'AL SERVICE INDUSTRIES, INe Information To Build On. Professional Service Industries, Inc.. 545 Conger Street. Eugene, OR 97402. Phone 541/484c9212' Fax 541/3~4-2735 PSIA;300.1NF L -I Environmental DS: Geotechn~cal . - . ConstructIon Consulting. Engineering. Testing REPORT OF BOLTING INSPECTION TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656 OLYMPIC AVE.. . -~-~~_. -- qt.>>- O~n SALEM, OR 97302 DATE: March 14, 1997 OUR REPORT NO,: 722-60239-15 REMARKS: AS REQUESTED, A REPRESENTATIVE OF THIS LABORATORY WAS PRESENT AT THE SUBjECT PROJECT SITE ON THE' ABOVE-DATE-POR-THE PURPOSE OF VISUALLY INSPECTING A_325 BOLTING AS FOLLOWS: STRUCTURE: 120' MONOPOLE CELL TOWER DRAWINGS: (NOT STAMPED APPROVED BY CITY AND ENGINEER) FPA36-20B3, FPA54-20S3, FPA60SP-30B4-1, FPA42-20S3, FPA54-20S3 _ '..LA I}:'. ALL A-325 BOLTS FOR COLUMN SPLICES AND ANTENNA TO COLUMN CONNECTION WERE INSTALLED WITH A WASHER AND TIGHTENED TO SNUG-TIGHT. DRAWINGS REQUlim.'1/2' TURN PAST SNUG-TIGHT. PSI WAS UNABLE TO VERIFY THIS. PSI SHOULD BE PROVIDED APPROVED DRAWINGS AND DOCUMENTATION THAT SNUG-TIGHT IS ACCEPTABLE BY THE ENGINEER. INSPECTOR: TROY HULL ICBO #87844 RESPECTFULLY SUBMITTED, PROFESSIONAL SERVICE INDUSTRIES, INC. ::"-\."~ .J.I...l::.. ::..;.; ~,- ..-2~ L'F.~' ., "; -: '. ::~"'. ~'l :.')_,,1'Ji.:;- '., .:~.)i\' " t- '. L.' .K.:-:~11.:&;:,i_:T1 ~r~.~ ... .. ,'"."-- cc: CITY OF SPRINGFIELD ". ,". ..1. -;,T,': . .J1. l' ':--: 'J,') r\'~ J.d. ~ ....fiG... :':'P", -;-, ..:.-: , \ ,'I' REPORTS MAY NOT BE REPRODUCED, EXC~PT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. Information To Build On PSIA.300.tNF Professional Service Industries, Inc.. 545 Conger Street. Eugene, OR 97402. Phone 541/484-9212 .Fax 541/344-2735 .~_. OCT 28 '95 14:59 FR PS1-PTC-EUGENE' 503 344 2735 TO 7263689 P.01/09 ~._... -'~"'lEnVl'- ~l 1IF'A~1I .w,......~.._ .g,. Geotechnical I:!!" ,c Construction em-ntIng . Engineeftn!l . TestIn", 9 Lr O~I"9 2v5LDD\~plD ( 0 v E R ,,,-.11 '""--...--~ FAX s H E E T _ c.. " __... , ~._. ._,-"".~,~,,,~.~-~,..~ .. ............... II:1nl Copy to Fallow: DYes o No F:tX#:' ~ .} . f.J ~ .., ~ t~ 1~, 7U-36~cr ' y~ To: Comp,my: Subjed: ~ D:lte, I () - ~'8" Time: ~-..:..... a.m. 0 p.m. )i!! P:tee~:~ . inelndin!! thi~ enver .he,,!.. C011V.HENTS: From the desk of... Troy Hull Constructlcn Services Division C'"llllrtlnent Manager h~fomzation To Build On ,PSi. ~4S C':ln~gr :Sl.n:!~[. S;'J,;el'1e. CFl. 97~2' ?~C:=6' =.1;,..:.a":'.92~2.;:-"3.1: ::J.ll::!.::..l..2.i3.s: OCT 28 '96 14:59 FR PSI-PTL-EUGENE 503 344 2735 TO 7263689 F; . 02/09 DAILY FIELD REPORT TESTED FDR MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656 OLYMPIC A~~_ .r;.ALEi'l, OR 91~02 D/ITE: S~ptsmber 06, 1996 OUR REPORT NO.: 722~G0239-1 -.-----.. ------.- WEATHER: CLEAR TEMPERATURE RANGE: 75 TO: 80 FOUNDATIONS BATCH PLANT I "-1 I I I I INSPECTOR: JASON BOEHLAND TyPE OF INSPECTION BEING PERFORMED SOILS CONCRETE CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE) .,..,SPHAL r ~ OTHER B!I TCI-1 PLANT x DELIVER E:OLDS PLACEMENT (JOB SITE) I J I I BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A REPRESENTATIVE OF PSI MADE A TRIP TO THE JOBS ITS TO DELIVER CYLINDER MOLDS TO ^ SECOND PSI REPRESENTATIVE IN ORDER TO COVER THE TESTING OF AN UNSCHEDULED .~OUNT OF CONCRETE. PSI WAS NOT INFORMED" THAT WE WOULD HAVE TO l"J',i<E A_ SET OF CONCRETE TEST SAMPLES FOR EVERY TRUCK. _I Respectfully submitted, Profess;onal Service Indu$(J'if:S, Inc. "",,"ar;""~ M'" >.I~T ,x 1.I1:'-'rIODur:E~, ExCE"T 11\' rlll.l.. wiThOuT \/IIRlTTlCN ;>Eict\lllt;J>ION Ell" PROFe:SoSl:;>!IlAI. ::.E:RvICE 1t.'DL:STR1ES, I"~ "..I...)U.l.;,' OCT 28 '55 15:00 FR PS1-PTL-EUGENE 503 344 2735 TO 7253585 P.03/05 REPORT OF FIELD INSPECTION OF CONCRETE TESTED fOR MICROW~VE TOWER SERVICB 1330 LE~IS ST. S.E. PROJECT: 2656 OLr~PIC AVE. SALEM, OR 97302 DATE' Sep~ember 06. 1996 OUR REPORT NO.: 722-60239-2 FIELD DATA: ~aGcre=e was a SOOO psi mix delivered by MORSE EROS. mi,:.{ nurrtbe.:r 090150-1. SeT NU /0;0. O~ :;r=ECII'I/IENS' :,"'p~ " \ru~~~~l~~+- -,---- T1,C!,!=!. N.~~~~.~~___~ TIME TRUCK: DI$f'ATCHED TIME TRUCK UNLOADED ---""--',-."" ....ARDS OF . CONCRf::TE SLUr\AP.I~ I I JlIR T'- ,C:()NTE~T. ,}" TEMr:-~r,..i\i U~.~.;.~.:.._~ .'Ir: ::"i.,\lC~E':TE' -~--_._. 1 647763 03,46 pm 04; S5 pm 10.0 , I I I u1 I I , I 3 1/2 7S , " ,- 3 647770 I 64 7' ; ~ ~-- -----r 04:22 pm -~~.-~: :: I 06,25 pm_l_ 07~30 pm 10.0 73 84 .--~------.-! 3 04:40 pm 10.0 72 >) C' -, 547773 04:49 pm lO_O 4 1/2 70 8 ~I 19 I I " 3 5S111S 06:59 pm 9.0 to LOCATION: 'To-;.m;{ F-CCTING 1 FOOTING FOR MICROWAVE TOWER " FOOTING FOR MICROHAVE TOHER 3 FOOTING FOR ~!ICRO~AVE TOWER 30 'GALLO~S BY MORSE BROS, FOOTING FOR MICROWAVE TOWER l:2 GALLONS BY iJjORSE BR.OS_ I FOOTING FOR MICROWAVE 'TOWER I .._1 I N(ITC' /'F'"'llC,.-,[)lC ^3TM STM.J[1^,~'C;~ lINLto:';S OTHERWISE INDICll.TED: M.AKtNG 'jEST SPECIMENS: l'31-91: SLUMP: C 1.13.90::l: AIR r:ONTI:1'JT- C::??1.r,,!,: TF.':_~'~R"TUR~' '.::: )""... "'~(t-."" REMARKS: Observed the plac@rnent of 59.0 cubic yards of concret~. T.I::CHlnCL;:'J:..J : G;.RY DOLL Respectfully submitted. Professional Service /ndusrr;es, Inc. THE:::E TEeT RE:::L'L T':: .:.f'="L" '.11'1:1, ~ -"(1 Hie ;~F'[CIrIC SAII,\PU;':; TE-5'T!:!) .\NO MAY NOT BE INOIC",TlVE OFTHf E"JTIr~e C.OI'\lC,,"ETE PU.CEMEfolT "EP.:;"n M~Y ""07 EE ,::;EPRoC!:JC;Et:'. EICCI", I" ~1~lL. Y\rill'"UT Wl':ITTEI'.J PE.RMi~810~ 8'1' PROFEa~IONJ.I. ::EfcVlcl: l"'OU:$TFlIE:!, I~e. p,,', ,',_ 2'c(l. 1 ,~ OCT 28 '95 15:01 FR PSI-PTL-EUGENE 503 344 2735 TO 7263689 P. [14/09 DAILY FIELD REPORT TESTED FOR: MICROWAVE TOWER SERVICE 2930 LEWIS ST. S.E. PROJECT: 2656 OL~lPIC AVE, SALEM, OR 973C2 DATE: 5ept=~~~r 09, 1996 OUR RE;PORT NO: 722-602J9-4 WEATHER: TEMPERATURE RANGE: TO: INSPECTOR: GARY DOLL TYPE OF INSPECTION BEING PERFORMED SOILS -L..... CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL (COMPACTION) PLAC!:lv1ENT (JOB SIT!:) X CYLI~~ER PICK UP ASPHALT OTHER BATCH PLANT PLI'CEMENT (JOB SITE) I I I:. BRIEF ,qESUME OF WORK ACCOMPLISHED THIS DATE: A REPRESENTATIVE OF PSI PICKED UP CYLI~wERS FROM TH~ ABOVE MENTIONED ,S ITE F;)R Cor";PRESSIVE STRENGTH TESTS. Respectfully submitted, Professional Serv;ce Irldu~triesJ Inc, ;;':~hjr;_~~ '.'J..~ ,"{,1lC~. '-''::'''-clGDU':E.D. =.x.CEF'T :N "c;LL W'T.'"'OIJT 'M>:ITTEN f>ERMISSiO~ BY PI'rOFE:;511';lO'II\L :>",'!VjCE 1..~U~TrJI[:;, ''11(:. <':" .,.J',,] ~ ,1;= OCT 28 '96 15:01 FR P5I-PTL-EUGENE 503 34~ 2735 TO 7263689 P.05/09 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MIC~O,iAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656 OL~1PIC AVE. SALE~I. OR 97302 D"TE: S-=t/CJ2ln"bCL 06, 1996 .__.'._.__...no. OUR REPORT NO' 722-60239-9 .------ .----.----- --,-" FIELD DATA: LOCATIOt.J OF"PLACEMENT TOWER FOOTING FOOTING FOR MICROWAV~ TOWER DAT~ PL/"CED TII..iE SLUlvlP, IN. AIR CONTENT, "Jr. AIR TEMPERATURE,'F CONCRETE TEMPERATURE, OF O..Uf: RECEivED IN LAB F1El.D DATA SUBI'JlITTED BY MIX DA.-rA ~,U8MITTEO BY September Db I 05:00 pITt .:J 1"/2 1996 75 73 Septf:mber Ci '7, G.l:I.RY DOLL 1-10RSE BROS. 1996 SUPPLIER DELIVERY TICKET NOIrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE AOMIXTURE NOR.SE BR.OS. 647768 080150-2/ 5000 psi OJ, ,:::: "~:>~ir:J I_'I.I~ ; ;T'.l ':T'>'N~.>J.\~~_,I.'\Il['~~.~.':\':'!>I:;WI"it' I~D~C...TED ;;,-UI.1F.:.C:~~~~IB.'(J!'Jle.i'lIT:!:~)':9111' 1'!ZMF-ER,i;.TVfic: C1C:~'MI~~) COMPRESSION TEST RESULTS ASTM C3<;.94 . .. .______n I I ------.--....-,. ::'PECIMEN T!:Sr TOTAL CY-:..I~DER C'l'LlND~R COMPRESSIVE I L";~','.',';".. Tn~".. IC:::rJ......IFIC...710N A(.jC !)ATC ~, LOAD [)1J',r.1E:T!;R I'.Rl::A ~TRl;:"IC;TI. NI)r'.~i::!t:r: n~' SET r--.:O. (D,:;"S) rE~T {LBS.) IIN,) (SQ, IN.} ("'SI) TYP;:: OF GREAr;: ~) 7 01 C9/09/% 79500 6.00 28.27 2810 Cone 27 Ci~': 28 10/04/96 159000 6.00 28.27 5620 Cor_~ J70~ 2,j 10/04/96 155000 6 .00 28.27 5480 Cor-le '-'PEG 1:-'1': .~'n:)~J::; 28 5000 REMARKS: X c:rl!"'-J"'" t!\.:.rJ<: bv I"Si,-"pr.,5..r,!i111~r:, '.'" Cyli"d,,,.,, ..;<::~."d up l;. PSI !\. ''''pr~~",nt..lt." x T to:!-! '''l>"n~ C,,"'to~y wilt, ;.p.,I;:..ol" SO,;C;lli::;ioIl6mi. '-;"'i',.j,,,~ ''''''~';' [h' ...!C',I!..U~ v' ':wmr;J,=Io~I':; l"pr"1"r.'-t1I1I1"'. C:..lind"r~ ddillel,;,d IClPSlldbcr"lory. T.."I ~..~ulrg 00 r,c)l clx"pl" ,,,,'li, .;,D~ii;:;.aDI.. ~>.J"'tlrICfl{ior,5. TEC5NICIAN: GARY DOLL Respectfully submitted. Profl1ssional Sef1lic~ IndlJ5lrj.:~~, Inc. Tll;:::;r. ,t:::;-r r;C::~LIL 'I:; ,~.r r'~y '=,NLy TO -:-"6: i;r>ECIF;.:: E:II.MPLE5--:-E:'i,'ED "".It} t.t,:,y NOT h" Ir.:Dle..TI'J;: 0,," THE E"'TI~E CCIJCliETe tlLM:E'>lEIJT. I1EP,;,:n:. "A~ N.JI 1,,-' IiF.'r'~JrJl1cE=D. ",,::;€r>T IN FI..;LL, ll1nTHOLJT \,IlJRiTTE'" "~O:,'I.f:;~IO" oy ~[IOFE~GIC"l"'L ;';;cIlVICE Ir-IDI.I~Tfjll;e. INC, "'~i ...~l.rfJ-" '_I" [lCT LQ '56 15:02 FR PSI-PTL-EUGENE 503 344 2735 TO 7263689 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: r-:ICkG1;I:AVE TOHER SERVICE ~330 LEWIS ST. S.E. SALEt'1, OR 97302 DA.TE S""p-cernbe:c 06, 1.9.96 FIELD DA T A: LCJCATICI\: OF PLACEMENT PROJECT: F' . 06/~j9 2656 OLTI~PIC AVE. OUR REPORT NO.: 722-60239-10 TO~.....~5R FOOTING ~COTING FOR MICROWAVE TOWER DArE ~L:lCED TIME SLUtvlP, iN AI~ CONTErn. '% J.1"IR TBv'IPE,qATURE, "F CONCRET_~ TEMPERATURE, ~F DATE Rt:CEI'vED IN LAB FiELD Dl.,TA SUBMfTTED 8Y MIx Dft,Tk ~';lIsr~1I1TED BY St':ptember D6, 06:00 pm 73 84 September 07, GARY DOLL NO:RSE': BROS. 19% SUPPLIER DELIVERY TICKET NO.ITRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE 1996 ...(lTE: A""L'l>8LE ...:'!H.< :oT"_"'b~r,("..UNLl::;:; ':'THER"'.1~:.J~~~UlMr:__';;'~).1I0n: ....1F;..CJl~~,~: TEMPE~T_l!RE=' 1..(t"-4_~~(~=: __._..__n _ COMPRESSION TEST RESULTS ..foTM C~:!-'ZI.q i.;1_['-;JR.\TC!'.Y ,.::';;.:EiET, SPCCIMEN iD':::NTI=IC.!.. TICI'I.': OR ~~r:, NO Ti=;t:T I J'lGE [DAYS! ' DATE OF TEST 2"70'* 3-T~~~~~~ ;~ 18 10/04/96 ?S I.:!.O/C4/96 -} f r',': F'IELD U\B L~-B -;':706 :; r..::: :::; 1-1 (" r, T 1"-; I~ ~~ 23 REMARf<S: X CY"r'Cl"r~ I""d", by PS! r.'pr..~..nl"t1y.. ,:".jim:l",r~ rr.;:::l~ b~ A,~.r"!,,c.r'~ ('j( ':::l~tr"':lCIr': .""'V<':'~"":"!,v\l. T:;:CH~JIC I;'l~.: GARY DOLL TOTAL LOAD ILB~,) cor,l;.:>RE5SIVE! :;'rRENGTH ('p~li C:YllI\IOE~ DIAMETEr<: (IN.' CYLINDER AR[:/\ {$a.IN) 74000 1<4500 1470CO 6 00 6 CO 6 00 26 27 28 27 28.27 21520 5110 5200 I 5000 _v Ctlil'1ci~r: pid'.::d 'J~ bj" f'~1 "- rdpre:~m;lIl~Q I'IORSE EROS. 647770 J80150-1/ 500G ~5i TYDG: 0_" -"REAK Cone Cone Cone 1",,,'.n::..o..:ll.. ':'~1l1P:,. wth,,-pd't:;c'ol.. :p,:;clr":..::O~.5 x To.., r..5U:I~ de :'CJl cCom;;l;, wll~ .,j:lDIC.,~;" c[,=6fi::i'llioI1S CyLn.:,-,.,r!; ub[i~".-,;.d ltl PSII~~:'r;;nvry. Tf-E"E TE.jT ~,"~L-!_I ~ ~"I'L' 0:<.L T T:J THE 5PE(';I~I(, ~''''l'LCJ r~5TE.D ....ND M<lYNOT FIE IIliDICIII ~~= OF THE :::I'JTIll:E CONC~ET!: PL./.CEMC:<,iT" I.;:"":'''T:':= II'''' ",~T::E i'F.".k.~~,(.'(~Cfl. =fJ:.C/:Pl~" ;"OJLL, v-.iTr-ID(ff WR.ITTEN PERMleEIO~ SlY rQOr.ESSIONAL ~E""vlI:E II\IOUS~IE;!;, IHe '-''-_1 ..-;'tl~ ~ i".'~ Respectfully submitted, Professional Service Indu$trie~, !flC. OCT -.,~, "'0 '96 15:03 FR PSI-PTL-EUGENE 503 344 2735 TO 7263689 P.07/09 REPORT OF CONCRETE COMPRESSION TEST TES fED FOR: MICROWAVE TOwER SERVICE 193Q L~~IS ST. S.E, PROJECT: 2656 OLYr-1PIC r.\!i:J . :.;"LE:'-:, o;? 97302 D;j,TE: Sep~ember U6, 1~96 OUR REPORT NO.: 722-60239-11 FIELD DATA; LOC);TJOt"'; OF PLACEMENT TJ:..J2R FOOTING FOOTIl.J"G FOR l"iICRO-;';AVE -TOWER; 30 GALLONS WJ:,.T3:R l>.DDED BY t.liJRSE BROS. DATE PLAC ED Tlfl.,'tE SLurollP, IN AlP. CONTENT, % AIR TEMPERATURE, "F CONCRET:::: TEMPERATURE, "F DATE RECFlvE;D IN LAB FIELD D..:. TA SUBfv1!TIED BY MIX DATA SUBrvllTTED BY Sep"C\~1Ttbe:r 06, 06:15 pITt 1996 SUPPLIER DELIVERY TICKET NO.tTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT wATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE HORSE BROS. 647772 008150-~/ 5000 psi -'2 80 September 07, GARY DOLL HORSE BROS. 1396 "';;=:' .;.;:'PLI::.:5L ~ ;.:::r~.~ :;T...t!lCi,;.B[.;;,'JI,jLE::;~ D]:;,E;::~YI~a;)'''D:cp,TEO: :\Ll;I.'.... Cl n.gCl..: ~.If<1 COt->iEt>'T: C.:l.~l~: TEMPEk.;.TVRE: Clo~~.t~rg~l .. n' .,__.________,_._.__..___._..__ _~... . ..n_____~__.._._._.___._. COMPRESSION TEST RESULTS 1,;\Rr;;;"f,T(,;;",- Nl)i~lr..t:::' SF'ECIt\,',Eo.: I[:[NTI;:ICATION QR ~~F7 1\0 ,E';,; AGE (DIIYSJ ASTM CSg.o.. I , TOT"-L I Gl'L1"ODEK CYl-INOt:R O,UEOF LOAl; OI~ME'iER ;..HEA TEST (LBS.i ilN) [sa. iN.l _ .........n..._..__ I 09/09/96 I 76000 6.00 28.27 10/04/96 137500 5.00 28.27 lO/D4/96 135000 5 :00 28.27 COMPRESSiVE ~ STRENGTH _'I'~_. (PSIj .-----~-_.-.-- I I ----I I TYPE;: G~ 8Ri::Ak 2707 FIELD 3 - 70,:! I.~_B 28 ~~ 7 [) g L.l.:t8 28 2690 4860 4780 Cone Cone Cone. 28 I ..- so-:-T-----. Sf'E':lfICP.:IC,\'5 RErlliARKS: j,: '":yli...cic:r~ m:Jde Co:, ;'::;1 r"pr~.""I"liv" C.iind..r~ r;:ic~",t.l UD ll~ PSI X r"IJI..~",nl..liv". x T,,~~ -':"~LJlb <;i:I,,"'p!y ....iTh :JP;::.I;Cilr,l.. ::,,"':LIl<;;:ll!"r,~. 1::~I'~"l"'r,~ ~,"<l.. r,:_ ~rc:r,iTl;'''''. or (:...mr"~l..r'. r"p,,;,r.,,rot:J"UQ Cylindl:cr~ tloli~orcd to F>$II;::bor.nClry, T..SI r..GlIl\b do !"lei cornpl~ ...,Ill "pj>IIC"DI.. tD..cITletlllon~ ;;;ET 3 COMPLIES BY AVERAGE PER 1994 DEel CI{APTER 19_ 'i'ECHNI CLtill. GARY DOLL Respectfully submitted, Professlonal SBrv;CB Indus trios, Inc. TI;[;;[ ~(:::i ~,L::::'.IL T~: "~J:>L~' ('t/\l~" TO T~'E :::J:>CClflC ~i.,'J"LE~ ":::=.Te:O "NO Mi.'i /\lor ee: INCICATlvc: or T111: ~,"TI<::E CC"'C;:lETE PLACEMENT. ;:;:C:P('O:l~" ~."'" .I'.'T 'JL lo:LP;::,::'CJ'J~tD. r;:,cli:n '.. 1".iLL, Wi'nlL:;U1' ,.,,'w,ncl'l ;-'(J~r,lI:;:;I'::;N tiT P",O;:'-:;;:;;ICNol,L :>EFl:VICE I"'DUST~I=S. INC P:il ,\ l~'} , i..c OCT 29 '95 15:03 FR PSI-PTL-EUGENE 503 344 2735 TO 7253589 P.08/09 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: NICROI-IAVE TOWER SERVICE J.530 LE~IS ST. S.E. PROJECT: 26;~ OLYMPIC AVE. SJ..L2M} OR. 97302 DATE' Sep~err~er 06, 1996 OUR REPORT NO,: 72:-50233-l2 FIELD DA T A: LOC,:..TIQ~~ Or=- PLAC~ME:'NT TOvtZR }"OOT ING FOOTING FOR MIcaOWAVE TOWER; 12 G~~LONS WATER ADDED BY MORSE ~ROS. Of, TE PLACED TIME SLUf'JlP, IN. AlP. CON1ENT, % t,IR TEMPERATURE, OF CONCRETE TEr--I1PERATURE. ~F DATE RECEIVED IN LAB FIELD DATA SUBrll11TTED BY MIX OA,TA SUEH\I'1ITTED BY Septeffi:::,er 05, 05:25 pm 4 l/2 1996 SUPPLIER DELIVERY TICKET NO.lTRUCK NO, MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE MO;CSE BROS_ 617773 080150-1/ 5000 p~i 70 85 ,september 07, GARY DOLL MORSE BROS. 1996 "'(lTC::' ~f''''Lh>,l'I.L ",T'.1 ~TN,~,~:c.~,:"'NL<:~:~'~~:.~~~!:!r-;P,~8JJ:!:l:.]l..l.!."'" ,~'~H".,' .o.1~"!:~~:.~.lLT~W'Er(ATuril:'.: Cl,,~.:~r,llm_~ 2 71-.~ FTELD 3 L':"E ::8 L_"B 28 COMPRESSION TEST RESULTS A::,TM CJ5-~4 TOTAL CYLINDER C,(LJN[]~f:.' DAT;: OF LOAD DIAMETER A..i"..:EA. TEST lLBS"l (1111,) (50. IN.) 09/09/96 65000 6_00 28.27 :LO/O.~ ;.,G 1-1. 7 0 0 0 6".00 :!=1 _.'J? lO/O4/% 144500 6.00 29.:27 COMPRESSIVE I $TRENGTH (PSI) I '"' I I I T"(l"t OF BRr;;:AK --I i L/<:lDra\j~R.Y f\JtJr,T81O:,"- , ::;PECIM;;'N i n::~:':T IDI:r\T,'FrCATlON t.G;:: "'.::': SET NO. : .r::...yS, : "':;,(' 2300 Cone Con-=. Cone 5:;00 5110 S?E(,I':I(,.\TI(!~~; I p ; I I ~8 i 5000 REMARKS: X ::,rllrlo.'ll>r~ [':'Ifill.. [;y PSI r"'N.,S&n(c.!I~.. l:\,I1Mtrrs~lcI<.ed up b~ PSI ~~_ l-tr~(..:...nl..I!..". x T'ilSI ,1"'e\I~:~ com:::ljI.....ir~ ;:;::p:io~bl.. ~O"'CIIIC"tllJr1". \:ik,,~..rs ::...c.. 'I:>, A'-ci~i\..Cl'" or ,;"rolr..c\cr~ (.,.pret~nt!.!i~e Cylind...r: dr.::li"cm::clQ PSII1<bor"'ICH)'. T,;.~\r""ult:l' <lll n~l ~c:mF'ly .....,11'\ ",p~llt:>blc :p!r<':lfll:;;!I""l". :,,[:, 1. .1 TECf'_NICIAN : G;'~~Y DOLL Respectfully submitted. Professional Service Indusuie~;. Inc_ rHF~.':' iF.,r "~'''JL':~ ""i-'L ~ r)t'Ll rQ fhl: !:;:lE':IFIC EA~J,"LE€ lEErED ,\ND IV\.I.,( "I)'!" Ell;: INDICATIV[ C~ TI1E ENTIRE CONCFo:ETE I"LAt:Er,lENT. r,Ef'Ci:l,j M-','r ,"~ll11L r:a:F'''-::DUCED, E.llCEPT I" FULL, W,n-lC/UT W>;:ITTENF'f;f'''''I~:;':Ir.JN ov ~F<aft.:;:I'ION"'_ SERviCE INDU;'j,",IE:O. INC, 1'-:-;1,,:<00......''' j , OCT 28 '95 15:04 FR PSI-PTL-EUGENE 503 344 2735 TO 7263689 P. 0'9/09 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MICROWAVE TOWER SERVIC~ 1930 LEWIS ST. S.E. PROJECT: ~656 OLrl~PIC AVb. SALE:"!. OF:. 9"7302 01\ TE: September 06, 1:396 .._....__.'_.._ ....m..._.. OUR REPORT NO,; 722-60239-13 FIELD OAiA: LOC.:...TiON Q;:- PL;'CEr.~ENT TOWER FOOT.ING FOO~ING POR MICROWAVE TOWER DA T~ PlACED TIME SLljflf.P, I i-"J , AIR CONTENT. },~ AIR TEMPERhTIJRE, of CONCRETE TErviPERATURE, ~F DATE RECEI\!ED IN LAB FIELD D/\T~\ SUBMITTED E',y MIX l)A7 A SLI[5ivIlTTED BY Sept.s:mbe:r' 06, 0'7:30 pm 1996 SUPPLIER DELIVERY TlCKE-r: NOJTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE l~ORSE BROS. 591115 080150-1/ 5000 pbi 70 79 St2:.pcembeJ:' 07, C_~..RY :DOLL HORSE BROS. 1996 NY1~. ",-I'LIC.:.~'_,,, :'!TM :oT;';o,JD:.!:-:~e,~..h"'u:;~e:.OTr;EBWi~IU~~I~T~w..i1:Ilf-':'>:;~~I3.~~I~'iT:J:.nL'~liL]liMf'..E.BA':li..'Rf.:.t:lii.ii.&::Wl , . --.._-~._--~ COMPRESSION TEST RESULTS ASTM 03.94 I ..--._._.~-- .. , srECIMEN I TEST TOTAL CVllNDER CYLINDER COM?RESSIVG: I L;,QOr:i,TJr,Y iDENTI(:":C",TiON AGE DA.f;OF LOAD D1...METER AREA SiJ::l:;:N(;Tk .~:.JMurr, OR ~r::T NO. I ID,':"YS! TE5T (LBS,) (IN.) (::iO.IN,) (PS\) TYPE 0"'" SREAK , ... .. ......-...--. L ,.!...~ FIELD 3 09/09/96 92000 6_00 28.27 3290 Cone I .';'..il-:i LAB 28 lO/O4/96 l39500 6_00 28..27 4930 Cone :-:"?lS LAE '):::, lO/O4/96 l55000 b.OD 28.27 5480 Cone , ; 28 _ J ~~__ I I ..._.__..~i SP(.(;IFIC,\TI:!r--'S 5000 REMARKS: )0: ::',li'.,C:"I:> :11::.<.Jd ~'.. PSII"prco.:.,;,nl;:l\i.'Or, Cy]h)~",,(~ piCkerel:.;" D1 pSI X rto~m",,;,nl.!l1i~tl. x TO;,~, ;"~UI1S CO;T1.;!y ..,'\rl ",.,Olitablt: ~!"-i"C;,lICo;,!lrJI'6 Cvlir;"::::r:lm;:,c:iebv 11.1<.:nil!::cf~ cr C[,"lr''''lor~ rr::p"::'''::;''I,,,i..::. Cylind::;u ddiv~'od 10 PSII"-bor""ll)'. T;,~tf.."'lJll" un nO.II::~,....ory ""ilh ,1.,OIlc.sDI~ er"':ll,c;:,l,tln:. / SET 5 T2(:HNTCIA.N; G,:\RY DOLL Respectfully submitted. Professional Service Industrif::s, Inc, Tr'E'::E TE'!":' ~F.WLT~ ..riL'!' :lM.'1' TOThF, ::;re:~lflc ::;l..Mr.'l..i:::O Te:~Tr;;c "'''0 "",j\.Y NOT O[ iNOiCATI'>'E uFTHE ENTIRE CC'I>CRETE ."'lIl.CE"".c~T. l<Er'01"E r'^~l "'.._'T nr. ..r;:r'':'D')\'':~,). tXl.:c"( IN ':';LL ""I"I"()I)' l{\/,~(r Ie>.: ..t"MI:S:irOI~ ay PROFES:;iONll.l ;';.E;.FnrICE l";OL'nRIE;,. I": 1'::;: ~'cQ~-' "\1' l .7 Environmental DS: Geotechn~cal . - ConstructIon Consulting. Engineering. Testing REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: C1l.Q- OD\'1 2656 OLYMPIC AVE. SALEM, OR 97302 DATE: September 14, 1996 OUR REPORT NO.: 722-60239-8 TEST DATA ," J ~ I I ~ Method of Test ASTM D1556 MODIFIED METHOD "C" !': ~ I i I f iI" 1+ ,- 1. ~ '11'llfr'[rt#lf lilill Rammer: Mechanical Method of Preparation: Moist .... 154 li:iri I tlflln 1.11, I T';;;~~~SUU~SDry Density 144.0 Ibs/ft' ~ 1::illlllLllIIII11 jl n 1 Optimum Moisture Content 8.5 % ~ 150 IWlil [Wtlt) It ,ill,ll 11 jlj j..' I A~~rb~r:_Li~~ _~~TM~t8~9~)_ SpeCifiCGraVi~Y: 2.60 (estimate) ~ m!iU!j~ l~it .. ...... .... i Iljll~T~jjj ij ~~ljlj~ftH j~~ m ijf' 1111!1![rJJlffl{W11~tjjiljJI~ j Ijmlip_r . f l~l" I I' i ~ ;'i:!llml}mt]Hllm~IJ 'nl II f f I ! i'IFt' '1'1 ~ f 1341::!illll11l~il~j}lli J I~Nrf JiliU I tlfu "itHtlH l ~ I_I 1 _ 14 Grain Size Analysis (ASTM C136-93 AND/OR C117-90) Sieve Percent Size Passing o 2 4 6 8 10 12 MOISTURE CONTENT, PERCENT OF DRY WEIGHT REMARKS: Respectfully submitted, Professional Service Industries, Inc. Lab Tech: KEN A. REPORTS MAY NO' BE RfPRODUCED< EXCEPT IN FULL, Wl1t10UT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. A.l00.1l2)F Information To Build On PSI. 545 Conger Street. Eugene, OR 97402. Phone 541/484-9212. Fax 541/344.2735 l I Environmental .D!i?1 Geotechn~cal .- ConstructIon Consulting. Engineering .' Testing REPORT OF FIELD COMPACTION TESTS TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: (2656-0LYMPIC AVE'. SALEM, OR 97302 <1 \..Q'~ O'tt1 DATE: September 10, 1996 OUR REPORT NO.: 722-60239-7 TEST DATA: (8) SPRINGFIELD QUARRY 3/4" MiNUS "DIRTY" OPT. MOIST. = 8.5% 8" "lEST -. I --"- -I-~o:~-I-- '~:~I~~~~~I- --W;T~-R--'. _D_~,~~~,_______i--, _-,-._~_LEVATION NUMBER DENSITY ~TENT_ 'I I I GRADE 8 144.0 --r ---- i.__. __._._..n~__'_' '---o~~iTY 1-'ot~~iTY 129.31124.4 PERCENT COMPACTION 1 3.9 86.4 '--~~~MENTS. --I Spec. 95% Min 1 - B I I I I I I TEST NO TEST LOCATION: FOUNDATION FOR ANTENNA PAD 1 CENTER OF PAD --..f NOTES: TESTS PERFORMED PER ASTM D2922-91 & ASTM 03017-88(93) .COMMENTS: DENSITIES SHOWN: Lbs. per cubic foot WATER CONTENT: Percent of dry weight PERCENT COMPACTION: Based on maximum dry densily obtained on sample indicated by 50illO number. , (8) ASTM D1556 MODIFIED METHOD "e" TEST INSTRUMENT: REMARKS: PSI DID NOT MONITOR THE FILL PLACEMENT. 1. FILL MATERIAL 2. BACKFilL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER A. TEST RESUl TS COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. RETEST OF PREVIOUS TEST D. MOISTURE IN EXCESS OF SPECIFICATIONS E. MOISTURE BELOW SPECIFICATIONS STANDARD COUNT M: ADJUSTMENT DATA M: D: D: TECHNICIAN, JASON BOEHLAND Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESUL TS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTr::D AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS. REPORTS MAV NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRItTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSIA_IOO.2(3IF Information To Build On PSI. 545 Conger Street. Eugene, OR 97402. Phone 541/484-9212. Fax 541/344-2735 l I Environmental DS: Geotechn~cal .- ConstructIon Consulting. Engineering. Testing DAILY FIELD REPORT TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656 OLYMPIC AVE. SALEM, OR 97302 C\G- 0<3\'1 DATE: September 10, 1996 OUR REPORT NO,: 722-60239-6 WEATHER: CLEAR TEMPERATURE RANGE: 70 TO: 75 INSPECTOR: JASON BOEHLAND TYPE OF INSPECTION BEING PERFORMED --L SOILS CONCRETE FOUNDATIONS BATCH PLANT x CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE) X PICKED UP SAMPLE ASPHALT OTHER BATCH PLANT PLACEMENT (JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A REPRESENTATIVE OF PSI PICKED UP A SAMPLE MINUS CRUSHED ROCK FOR A PROCTOR ANALYSIS. PERFORMED ON SITE AT THIS TIME. OF SPRINGFIELD QUARRY 3/4" NUCLEAR DENSITY TESTS WERE 'ALSO Respectfully submitted, Professional Service Industries, Inc. REPORTS MAY NOT flE REPROQUCEO, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSIA-30Q-2(llF Information To Build On PSI. 545 Conger Street. Eugene, OR 97402 .,Phone541/484-9212. Fax 541/344-2735 l 'Environmental DS: Geotechn~cal . - ConstructIon Consulting' Engineering' Testing DAILY FIELD REPORT ~Lo-O<6\'l TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656 OLYMPIC AVE. SALEM, OR 97302 DATE: September 09, 1996 OUR REPORT NO,: 722-60239-4 WEATHER: TEMPERATURE RANGE: TO: INSPECTOR: GARY DOLL TYPE OF INSPECTION BEING PERFORMED SOILS ---1L CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE) X CYLINDER PICK UP ASP HAL T OTHER BATCH PLANT PLACEMENT (JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A REPRESENTATIVE OF PSI PICKED'UP CYLINDERS FROM THE ABOVE MENTIONED SITE FOR COMPRESSIVE STRENGTH TESTS. Respectfully submilled, Professional Service Industries, Inc. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSIA-300-2(1)F Iriformation To Build On PSt. 545 Conger Street. Eugene, OR 97402. Phone,S41/484-9212. Fax 541/344-2735 l,,~., Envi """ ~:,,'lal "'1Q. Geotechmcal .- Construction Consulting' Engineering' Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656 OLYMPIC AVE. SALEM, OR 97302 q Lr O~l DATE: s~r~~~~.?_~:r:_~?_6 I 1996 OUR REPORT NO,: 722-60239-13 FIELD DATA: LOCATION OF PLACEMENT TOWER FOOTING FOOTING FOR MICROWAVE TOWER DATE PLACED TIME SLUMP, IN. AIR CONTENT. % AIR TEMPERATURE, 'F CONCRETE TEMPERATURE, 'F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 06, 1996, 07:30 pm SUPPLIER DELIVERY TICKET NO.fTRUCK NO, MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE MORSE BROS. 591115 080150-1/ 5000 psi 70 79 September 07, 1996 GARY DOLL MORSE BROS. ,. NOTE.: APf'UCA8lE ASTM ST jO,ND"'ROS,UNLESS OnIEl'..WlS'E .!tlO\C"TEQ;sLI.!MeSH~~~; AIR..CONTENl:.. C23 HlJ 1;J;.JEMl"ERA tvRE:. C 1 06_-4.,~!I(93\ COMPRESSION TEST RESULTS ASIM C39.94 speCIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LARORA 1 OfW IIDENlIFICA1IO/\ AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMUm I QRSETNO (DAYS) TEST (LBS.) (IN) (SQ, IN.) (PSI) TYPE OF BREAK -_._-~ -~. ..~_.- ,--~-.------- ------- 2713 FIELD 3 09/09/96 93000 6.00 28.27 3290 Cone 2714 LAB 28 10/04/96 139500 6.00 28.27 4930 Cone 2715 LAB 28 10/04/96 155000 6,00 28.,27 5480 Cone L_ SPECIFICATIONS 28 5000 REMARKS: X Cylinders made by PSI representative Cylinders picked up by PSI .~represen!alive x Tesl results comply with applicable specifications. Cylinders made by Architecl's or Con!raclor'S represenlative. ___ Cylinders delivered to PS11aboralory. Test results do not comply with applicablespecificalions. SET 5 TECHNICIAN: GARY DOLL Respectfully submitted, Professional Service Industries, Inc. ," THESE TEST RESUL rs APPLY ONLY TO THE SPECIFIC SAMPLES TESTEO ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE: PLACEMENT. REPORTS MAY NOT BE REPROOUCEO, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC PSIA.200.4(4lF Information To Build On PSI- 545 Conger Street. Eugene, OR 97402. Phone 541/484-9212. Fax 541/344-2735 L ., Environmental '''S: Geotechn~cal . - ConstructIon Consulting. Engineering. Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656 OLYMPIC AVE. SALEM, OR 97302 C1lr O'tl'l DATE: September 06, 1996 OUR REPORT NO.: 722-60239-12 FIELD DATA: LOCATION OF PLACEMENT TOWER FOOTING FOOTING FOR MICROWAVE TOWERf12 GALLONS. WATER ADDED BY MORSE BROS. DATE PLACED TIME SLUMP. IN, AIR CONTENT, % AIR TEMPERATURE, of CONCRETE TEMPERATURE. OF DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 06, 1996 06:25 pm 4 1/2 SUPPLIER DELIVERY TICKET NO.ITRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE: AGGREGATE ADMIXTURE' MORSE BROS. 647773 080150-1/ 5000 psi 70 B5 September 07, 1996 GARY DOLL MORSE BROS. NOTE: APPLICABLE ASTM STANDARDS,UNLESS OTHERWISE INOICATED: SLUM~:_C\.43:90a: AIR CONTENLC23.1:91 b:TEMEEMTURE:_CI06~:66(93) ._- -- --. --.--.,--------.- ---- SPECIMEN IDENTIFICATION OR SET NO COMPR~S.SION TEST RESULTS 'ASTM C39-94 ...~- --.-.-.---- -.-:-';.----l~- TEST TOTAL CYLINDER AGE DATE Of: LOAD OIAMETER (DAYS) TEST (LBS.) (IN.) .~;( LA130RATORY NUMBER CYUNo"ER AREA (SQ:IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 2710 2711 2712 FIELD LAB LAB 3 28' 28 09/09/96 10/04/96 10/04/96 65000 147000 144500 6.00 6.00 6.00' 28.27 28.27 28.27 2300 5200 5110 Cone Cone Cone i , , J___,_____ ~___ SPEC!FICATIONS P 28 5000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSt X representative. x Tesl results comply with applicable specifications Cylinders made by Architect's or Contractors representative. Cylinders delivered to PSI laboratory. Tesl results do not comply with applicable specifications. SET 4 TECHNICIAN: GARY DOLL Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCR!::TE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. W1THO':lT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTf1IES. INC. PSIA.200-4j4}J; biformation To Build On PSI. 545 Conger Street 0 Eugene, OR 97402 00 Phone 541/484-9212. Fax 541/344-2735 L"~.' Envi "" eptal AlfQ. Geotechnical . - ,Construction Consulting. Engineering. Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656 .OLYMPIC AVE. C\~ - O'tL1 SALEM, OR 97302 DATE: September 06, 1996 OUR REPORT NO,: 722-60239-11 FIELD DATA: LOCATION OF PLACEMENT TOWER FOOTING FOOTING FOR MICROWAVE TOWER,30 GALLONS WATER ADDED BY'MORSE BROS. , DATE PLACED T!ME SLUMP, IN. AIR CONTENT. % AIR TEMPERATURE, of CONCRETE TEMPERATURE. 'F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 06, 1996 06:15 pm SUPPLIER DELIVERY TICKET NO,ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE MORSE BROS. 647772 080150-1/ 5000 psi 72 80 September 07, 1996 GARY DOLL MORSE BROS. NOTE; APPLICABLE ASTM 5T ANDARDSJJNLESS. OTHERWlSEJNDICA TED~ SLUM~;, C 1.43,90a :,AIR ,CONTENT:. C231,9111;.TEMP.ERA. TURE:..C 1 JlI5~~_6(\I3: COMPRESSION TEST RESUL TS ASTM C39- '4 i-..~-r~c~.~-- -~E'ST LAfJQRATOI1Y i IDENTIFICATION AGE NUMBER t OR SET NO. (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (sa. IN.) COMPRESSIVE STRENGTH (PSI) lYPE OF BREAK -...--.-.-.----- ----.------..-.--- ~----- 2707 FIELD 3 09/09/96 76000 6.00 28.27 2690 2708 LAB 28 10/04/96 13,7500 6.00 28.27 4860 2709 LAB 28 10/04/96 135000 6.00 28.27 4780 Cone Cone Cone SPECIFICATIONS 28 5000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI Krepresentatlve x Test results comply with applicable specifications. Cylinders made by Architect's or Contrac:tor'srepresenlallve. Cylinders delivered to PSI laboratory. Test resulls do not complywilh applicable specifications. SET 3 COMPLIES BY AVERAGE PER 1~94 UBC, CHAPTER 19. TECHNICIAN: GARY DOLL Respectfully submitted, Professional.Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INOI'CATIVE OF TIlE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NnTnE REPRODUCED, eXCEPT IN FULL. WITHOUT WRITTEN PERMISSION 8Y PROfESSIONAL SERVICE INDUSTRIES, INC. PSIA.200.414)F Information To Build On PSI.545 Conger Street. Eugene; OR 97402. Phone 541/484-9212. Fax 541/344.2735 i.... ~., Envi '" " , , e!'fal AlfQ. Geotechnical .- Construction Consulting . Engineering . Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656 OLYMPIC. AVE. q l>> ~ 0<6\;1 SALEM, OR 97302 DATE: .~__ _SePt:."111b~Eu06, 199"-_~__._________OUF<~~I".9_~r...I'!O. 722_-_60EY-1O"______ FIELD DATA: LOCATION OF PLACEMENT TOWER FOOTING FOOTING FOR MICROWAVE TOWER , DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, of CONCRETE TEMPERATURE, of DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 06, 1996 06,00 pm SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER . FINE AGGREGATE COARSE AGGREGATE ADMIXTURE . MORSE BROS. 647770 080150-1/ 5000 psi 73 84 September 07, 1996 GARY DOLL MORSE BROS. NOTE: APPLICABLE ASTM 51 ANOAROS.UNlESS OTHERWISE INDICATED: SLUM!': C 143.g0a: Alrl CONTENT: C231:91b;.TEMI'ERATURE:_C\Oa4,a6(931_~~__~~ ~.-.~--- COMPRESSION TEST RESULTS ASTM C39-94 n_'_____ __ _.._,_ i IDES~T~~I~A\~ON TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LMORA TORY AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (L8S.) (IN.) (sa. IN.) (PSI) , TYPE OF BREAK 2704 FIELD 3 09/09/96 74000 6.00 28,.27 2620 Cone 2705 LAB 28 10/04196 '144500 6.00 28.27 5110 Cone 2706 LAB 28 10/04/96 147000 6.00 28.27 5200 Cone SPECIFICATIONS 28 5000 REMARKS: X Cylinders made by PSI represenlalive. Cylinders picked up by PSI ~. representative. x T esl results comply wilh appltcable SpeCIfications. Cylind~rs made by Architect's or Contractor's representative. Cylinders delivered 10 PSI laboratory, Test results do nol comply with applicable specifications. TECHNICIAN, GARY DOLL Respectfully submitted, Professional Service Industries, Inc. THESE TEST RF..SlIL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAV NOT BE INDICATIVE Of THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY Nor [JE REPRODUCEO. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSIA-20p.414}F hzfor'mation To Build On PSI- 545 Conger Slreel- Eugene, OR 97402 -Phone 541/484-9212 - Fax 541/344-2735 l I Environmental D~: Geotechn{cal . - ConstructIon Consulting' Engineering' Testing REPORT OF CONCRETE COMPRESSION TEST ~lo-O~\ TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656 OLYMPIC AVE. SALEM, OR 97302 DATE: September 06, 1996 OUR REPORT NO.: 722-60239-9 FIELD DATA: LOCATION OF PLACEMENT TOWER FOOTING FOOTING FOR MICROWAVE TOWER DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE. 'F CONCRETE TEMPERATURE. 'F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 06, 1996 05,00 pm 3 1/2 SUPPLIER DELIVERY TICKET NOJTRUCK NO, MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE MORSE BROS. 647768 080150~1/ 5000 psi 75 73 September 07 I 1996, GARY DOLL MORSE BROS. NOTE: APPLICABLE ~~:::~ ~~~?~~':':~:~~ ~THERWlSEINDICATED~SLUMP.~ C.1~3,901l:,~~~:~.:~1'91b:_TE~~E:_Ct06Ha(g~) COMPRESSION TEST RESULTS ASTM C39-94 2701 2702 2703 I SPECIMEN TEST I IDENTIFICATION AGE _I_..~~_SET_~~_ _(DAYS~__ 3 09/09/96 28 10/04/96 28 10/04/96 QATE OF TEST TOTAL CYLINDER LOAD DIAMETER (L8S.) (IN.) 79500 6.00 159000 6.00 155000 6.00 CYLINDER AREA (SQ.'IN.) COMPRESSIVE STRENGTH (PSI) : TYPE OF BREAK LAOORA TORY NUMBER 28.27 28.27 28.27 2810 5620 5480 Cone Cone Cone SPECIFICATIONS 28 5000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative x Test resulls comply with applicable specifications, Cylinders made by Architecl's or Contractors representative Cylinders. delivered to PSI laboratory. Tesl results do not comply with applicablespecificalions. TECHNICIAN: GARY DOLL Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT VllRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC PSI A.~OO.~ (4)F Informatiol1 To Build 011 PSI. 545 Conger Street. Eugene, OR 97402. Phon~ 541/484-9212. Fax 5411344-2735 ~ os!7 ::~;:~h;;~~;: I. - ConstructIon Consulting . Engineering - Testing . REPORT OF FIELD INSPECTION OF CONCRETE ~lrD~1- TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656 OLYMPIC AVE. SALEM, OR 97302 DATE: September 06, 1996 OUR REPORT 'NO.: 722-60239-2 FIELD DATA: Concrete was a 5000 psi mix delivered by MORSE BROS. I mix number 080150-l. <-~.. ---.- r NO OF CONCRETE TEMPERATURE, OF I SPECIMENS SUPPLIER TIME TRUCK TIME TRUCK YARDS OF A'R SET!'J~ MADE TICKET NUMBER DISPATCHED UNLOADED CONCRETE "'SLUMP, IN CONTENT,% A'R CONCRETE -------. - 1 3 647768 03,46 pm 04,55 pm 10.0 3 1/2 75 73 -----.-.-- 2 , 3 647770 04:22 pm 06:05 pm 10.0 73 84 . 1- ._-, ---------~.- 3 3 I 647772 04:40 pm 06:16 pm 10.0 72 80 -.----- -~ --- 4 3 647773 04: 49 pm 06,25 pm 10.0 4 1/2 70 85 .._.~_.----- ----- 5 3 591115 06,58 pm 07,30 pm 9.0 70 79 _i~____ .._---~.- ---- I n_ h_" ~_..._. LOCATION: TOWER FOOTING , 1 I FOOTING FOR MICROWAVE TOWER .-_._-. -.. j 2 FOOTING FOR MICROWAVE TOWER 3 I FOOTING FOR MICROWAVE TOWER 30 GALLONS BY MORSE BROS. 4 FOOTING FOR MICROWAVE TOWER 12 GALLONS BY MORSE BROS. "' -..----..-.-------- -- ------ 5 FOOTING FOR MICROWAVE TOWER NOTE: APPLICABLE Af?TM STANDARDS, UNLESS OTHERWISE INDICATED" MAKING TEST SPECIMENS: C31-91; SLUMP: C143-90a; AIR CONTENT: C231-91b; TEMPERATURE: Cl064-86(93) REMARKS: Observed the placem~nt of 59.0 cubic yards of concrete. TECHNICIAN: GARY DOLL Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRlnEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSIA.200.1(2)F Information To Build On PSI. 545 Conger Street. Eugene, OR 97402. Phone 541/484-9212. Fax 541/344-2735 ~ .7 Environmental as: Geotechn~cal .- ConstructIon Consulting' Engineering' Testing DAILY FIELD REPORT C\'o-O~\l TESTED FOR: MICROWAVE TOWER SERVICE 1930 LEWIS ST. S.E. PROJECT: 2656'OLYMPIC AVE. SALEM, OR 97302 DATE: September 06, .1996 OUR REPORT NO.: 722-60239-1 r-.'~-- . - WEATHER: CLEAR TEMPERATURE RANGE: 75, TO: 80 INSPECTOR: JASON BOEHLAND TYPE OF INSPECTION BEING PERFORMED SOILS CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE) ASPHALT ......lL OTHER BATCH PLANT x DELIVER MOLDS PLACEMENT (JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A REPRESENTATIVE OF PSI MADE A TRIP TO THE JOBSITE TO DELIVER CYLINDER MOLDS TO A SECOND PSI REPRESENTATIVE IN ORDER TO COVER THE TESTING OF AN UNSCHEDULED AMOUNT OF CONCRETE. PSI WAS NOT INFORMED THAT WE WOULD HAVE TO MAKE A SET OF CONCRETE TEST SAMPLES FOR EVERY TRUCK. ....., Respectfully submitted, Professional Service Industries, Inc. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISS10N BY PROFESSIONAL SERVICE INDUSTP.IES,INC, PSIA.300.2(1)F Information To Build On PSI. 545 Conger Street. Eugene, OR 97402. Phone 541/484-9212. Fax 541/344.2735