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Home My WebLink AboutMTI COMPRESSIVE STRENGTH - 02-00063 - BYUI Benson Building - AdditionMATERIALS r7 TESTING&INSPECTIOM Envi',ronmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH Q GeotechnicalEngineer"ng Project Name-, BYU Benson Con.tractoc, Jacobson nrtin Supplier: Walters Ready nuox Mi 1513 LOCATION-. Footin Line H.$ Row 1.Z.5 PAGE # 1 REVISION DATE DECEMBER 3.1, 2002 !PREPTSQ00 JOBS\E 00 1 B U LJ Construction Matedals TestinQ Permit / P..0A Mspector- Geis McMurtrey Truck#: 83 f r&: 11 of 22 6 Ticket #: 06111 MIX PROPORTIONS: TEST PROPERTIES 1 I I I S. Cement Not ProvidedFly Ash: By Weather- Pa Cloudy W Ambient Ternperature: 1~ Coarse Agg. #1: oncrete Temp. (ASTM C 1064), 68"F Coam, e Aarg. #2: Time Batched: 1:49 p.m. Fine Time Placed: 2-40 p.m. .%.fir Content nt (ASTM C 231 or - 173): .5% Fin - # 2. Slump (inches) (ABTA C 14 : 2.011 ni ix 41-_ Hot eater Unit Weight (ASTM C 1 138,6 lbs Admix : 'field TM C 1 : Admix #3: Water Added(gals): 5 Water/Cement Ratio r 1nqnPofinnz I PYX %-"-v I I 'L3 L-1 UJJLU1 t,.C1F -- "copi'mc pans urea uniess ott7 rwise noted. ema, - : Respectfully submitted, MATERIALS TESTING Se INSPECTION INC. reviewed by: Dan King Eastern Idaho Division Manager dn On"crinal signed copy to client: BYU Idaho CTA Architects, Ke l r and Assc>ciatcs, City of Rexburg,Jacobsen IX- 10 North Skyline Drive,. Ste. C. Idaho Falls, I D 83402 208 529-8242 Fax 208529-6911 rMATERIAL ..Tr=STING &INSPECTION,'. J Environmental SrVl Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH 0 Geotechnical Engi�neenng ProjectName: BYU Benson Contractor:Jacobson n tr ti Supplier: Walters Reade mix Mix ID 513 LOCATION: Footings Une 5.5 Row G NIIIX PROPORTIONS Cement Fly b: Wtir: Coarse Agg, 1 Coarse Agg, #2 - Fine Aorg. fl Fine Aug. r Admix I .iii di Waters/Cement Ratio: PAGE I REVI FON DATE DECEMBER 0, 2002 C ,, S !1 i E P V I fit+ yy �`L k L4 �4�y�.V'�3 J B h E 3 7.'' 0 Y 1 S U SENS{� { ❑ Construction Materials Testinq Permit .�: Inspector: Cris MeMurtrey Truck #Of Yards: lI of 33 E qnppipl l fin Wicket # 06242 BEST PROPERTIES & CpNDITIONS: Not Provided Weatber- Partly Cloud 0 By Ambient Temp y Ready i P any Concrete Temp. M C 1064: 670F Time Batched, 2:01 P.M. Time Plc 2:40 pm. % Air Content (ASTM C 231 or Cal 77% Slump (riche) (ASTM, C 143) 3.5 TV Hot eater Unit Weight (ASTM C 1 13 7.3lb f Yield .ASTM C 1:: Water Added (gals): LawFAX16%L �ILA tj -- x.k%.-uijL L jL n- Fau. uses k uncuss otnerwise noted, Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewedy: Dan King Eastern Idaho Division Manager Original signed copy to client: BYU Idaho CC.- CTA. Architects, Keller and Associates, City of Rexburg, Jacobsen Collstructioll, Walters Ready Mix 1230 North Skyline Drive, Ste. C, Ida -h -o Fll a ID 834402 208 529-8242 F@x 208 529-6911 J " >:{ =,max �,�s j,•.: {` MATERIAL TESTING & r J U Environmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg., ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH U Geotechnical Engineering Project Nam: BYU Benson Contractor: Jacobson Construction Suppler: Walters Ready mix Mix 513 LOCATION: Stem wall Une 7.44 Row PAGE # 1 r=vis ION DATE JANUARY 7, 2003 .-�EFRT\2003 JOB \E000 1 Sir 3ENN� ON RETE\ N CRETE 1 54 "7- 0 . D C 0 Construction Materials Testiq Pert i P. O A Inspector: Cris MeMurtrey Truck : W-63 #Of Yards: D I Icfin Ticket * 06619 MIX PROPORTIONS: FEST PROPERTIES. & CONDITIONS. m nt ,- Not ProvidedFly Ash-* W Ambient Temperature: 4 ° F t -:o f Concrete Temp, STM C 1064: 680,F Coarse . . 1: Time at h :: 2:3 6 p.i . Coarse : Time PX o : 3:00 p.m. % Air Content .STM C 231 or -.17 4.0% "iburr . (inches) (ASTM 1 a , Admix 1: Hot Water Unit Weight (ASTM C 138): 34.95'= 140A pcis Admix 42: Meld TIS C 138): Admix : Fater Added is : Wates`/ nnelnt Ratio: x 1- & j-yt i i ia a noun 1 i uaf) -- nc()PFQ"e Nas use(! Mess othenvi e noted. Remarks: Set I Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Divisioii Manager Original signed cope to client- BYU Idaho : CTA Architects, Keller -,ind Associates, City of Rexburg, Jacobsen Construction, Walters 1230 North Skyline [give, Ste. C, Idaho Falls, ID 83402 208 529-8242 Fax 208 529-6911 s MATERIALS } pr TESTING INSPECTION Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH GeotechnicalF-ng'Ineering Project Name: BYU Benson Contractor: Jacobson Construction Supplier: Wa1ters Ready m Mix ID: 513 LOCATION: Stem wall Uric 11, Row H. 'AGE # 1 REVISION DATIE JANUARY 7 a 2003 4• - REPC T 7 200 3:J O CSS\E 0 L H[ U BEN SOWCON ETE\C0 N RETE 1 5481 - 4. [SOC Q Construction Mater'lals. Testing Permit / P.00.#9 Inspector: tris McMurtrey Of Yards,., 55 of 66 Li Special In MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS: luent Not Provided Weather: F1v Ash: By Ambient Terms rture+ 450F Water-- Ready Mix CompanyConcrete Temp. TM C 1064): 7 OF Coarse . #I: Time Batched: 3:46 pym, Coarse Agg. #2: Tl-iiie Tl-iiiPlaced i Pima Am # I . % Air Content (ASTM 1 or -1 4,6% Fine Agg. #2.- Slump (inches) (ASTM C 14 1/2;' Admix 41: Hot Water Unit Weight (ASTM C 138)- 34.8 = 139.8 s Admix .: Yield °T 138): Adm # -, Water Added (gals)-, Water/Cement Ratio: YL, l IV1 k -,-V'1 11'�, a �0UII UI Cc11) --- neop re. pans used unless oto. l 'I -,s e not : Remarks: Set 2 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed y Dan King Eastem Idaho Division Manager Oiiginal signed copy to c1i'ent: BYU Idaho CTA architects., Keller and Associates,City of Rexburg, 1230 North SKyhrle Drive,, ate. C, Idaho F 11 , 1 % D 83402 208 529-8242 Fax _1 1 >fMATERLALS TESTING &INSPECTION U Environmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH Ll Geotechnical i ProjectName-. BYU Benson Contractor Jacobson Construction Supplier: Walter's Ready rm'x Mix ID: 513 LOCATION: Footinizs , Line 1 ., Row J PAGE # I REVISION DATE JANUARY 7, 2003 BENSOWCONC RETE� ONCRETE 15523- .DO L] Construction MaterialsTesting Permit I P.O.: Inspector-. Cris McMurtrey Truck- #*. 86 Of far : 33 Ticket : 06653, IX PROPORTIONS: TEST PROPERTIES & CONDITIONS: rucnt Nut Provided W th r -P Partly Cloudy Fty Ash.: By Anib i nt Temp tui. 450F Water_ Ready Mix Companyre 't e Temp. TM C 1064: 660F Coarse Agg. #1: Time Batched: 12:45 p,m. Coarse Agg. 9 Time Placed.- 1: '.M. Fine .egg. # 1; % Air- Content ASTM C 231. or -1 % Fine Agg, #2 Slump(inches) (ASTM C 143) - 2_ 0 F F Admix 1. Hot Water Unit Weight TNN C 1 139.2 Admix42: Yield T 138): n -ii eater Added (gals): W t r/ eni e t Ratio w lal n fion P10 11VI k -1-u1 I ,,S U sullur cap neoprene pads used unless officnvise noted. Remarks: Slump Spec. 3+-1, Air Spec 5+1% -1.5% Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original signed cope to client: 1230 North Skyline Drive, Ste. C, Idaho Falls, 1 D 83402 208 529-8242 Fax 208 529-6911 e MATERIALS TESTING is INSPECTION ASTM C$9 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE 1 Rr:vi jON DATE JANUARY 22, 2003 -'tiREFORT'-�,�00 PEPORT �E30001 5YU R_ ENSON�CONCRETE1 NCRETE 15592- .E)O Environmental Services C Geotechnical Engineering : A Constructi.on Materials Testing Special Ins t o Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Prof .gin ; ` Benson Permit / * . * Contractor: Jacobson Construction Inspector- Cris MeNlurtrey 'Walters Readymix Truck #: 57 Ticket : 06762 Mix ID: 513 # Of Yards: 11 of 11 LOCATION: Foundation Wall, line 9.5 row I't lift MIX PROPORTIONS: TEST PROPERTIES ITI . Cement : Not Provided Weather: Overcast `1y s Ambient Temperature: Water: Ready Mix Company Concrete Temp, (ASTM C 1064): Coarse Agg. 7#14, Time Batched: 8:40 a.m. Coarse Agg, #2- Time Placed: 9-3 5 a.m. Firm Agg. ##I % Air Content AST r -17 : 6.5% Fine Agg. ##2: Slump (Itiches)TM C 143): 3/4 Admix #1 f Hot Water Uzi it Weight (A STM C I r Admix #2: yield (ASTM C 1 Admix #3: Water Added (gals)-. Wat r/erne,iit ratio: 1 - 1 / is a sultur cap -- n rcnpit-ads used utiless otherwisell trd. Reniarks: Sampled @,' truck chute Set I Respectfiffly submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Mai -lager Original sig-ned sig-ncopy to client: NYU' I li CTA Architects, City of Rexburg, Jacobsen n tr tion, Walters Rtady Mix - 1230 I rth . len Dri p Ste, r Idaho F II , Irk 83402 208 529-824-2.-..- 29.* Fax 208 529-691+1 IVIATERIAlS TESTING & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATE JANUARY 22, 2003 E:kREPORT 1 00 EPORT � E3 01 BYU BENSON\CONCRETE'NCRETE 15596 -99 -DOC C3 Environmental Services Q Geotechnical Enginee-ring LJ Construction Materials Testing Val Christensen City of Rexburg P.O. Box 280 Rexbuna-, ID 83440 Project Name: BYU Benson Permit P.O.: Contractor: Jacobson Construction Inspector: r eMuftre T Supplier: Walters Readv mix True #: 32 Ticket : 06787 li ID: 513 # Of Yards: 55 of 110 LOCATION: Foundation wall, Row C, Line 9 top lift, X PROPORTIONS: S; TEST PROPERTIES & CONDITIONS: mei It : Not ProVided Weather- Overcast Fly h: By Ambient Temperature: Water- Read, Ml'x CompanyConcrete Temp. (ASTIR. C 1064): Coarse . 1: Time Batched-, 10:23 .,n'i. Coarse Agg. -,,,,2: Time Placed: I 1 -00 a,m. Fine Agg, #1: % Air r- o ntent (ASTM 1 or C-1 73): 6.8% Fine Arg. #2. Sluni ineh ) (ASTM C 143) : 4.011 Admix . # 1 + Hot Water Unit Weight (ASTM C 13 : din lei (ASTM C I ): Admix ## : Water Added (gals): Water/Cement Ratio: 1 M U-0 I / is a sullur cap -- neoprene pads used unless tiierwise noted. Renzarks: Sampled@truck chute. Set2 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Din King Eastem Idaho Division Manager Original sicyned copy to client: BYU Idaho ': CTS. Architects,City of Rexburg, Jacobsen on tnic t i on, Walters Ready Mix 1230 North SkylineDr'We, Ste. C, Idaho Falls, ICS 83402 208 529-8242 Fax 208 529-6911 MATERIALS TESTING Er INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH 'AGE # 1 REVISION DATE JANVARY 22, 2003 E:\REPORM200 R:EPORTS\E30001 BYU BEN OND N RETE\ o RETE 15600 -03 -DOC Q Environmental Services Geotechnical Engineer'Ing U Construction Materials Testing U Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name * II IA Benson Permit P. . # Contractor: Jacobson Constructioll In tor* Cris McMurtrev Supplier: Tier eadv min Ticket#06787 Mix I: 5 13 #Of Yards � 110 of 110 LOCATION*. Footings Line 15, Row G _ MIX PROPORTIONS: 'TErl,, PROPERTIES & CONDITIONS: Cement Not Provid dthr. Overcast Fly Ash- By Ambient Temperature, Water- Peady Mix ompanConcrete Temp. (ASTM 1064) Coarse Agg. 1: Time B tee ed: 12:33 p.m. Coarse Agg,. #2-* Time Placed: 1:1 111 - Fin in . #I - O o Air Con tent (ASTM C 23 1 or -1 6.6% Fine 'q SIL1111P (Inches)ASTM C 143): 3.0tt Admix ##I : Hot Water Unit Weight (ASTM C 138): . d mix ft2: Field. ASTIR C 138 Ami Water Added (gals): Water/Cement Ratio, I afr L hTJL 'k{ 1. 10 LL ay] 1,. 11.I''LJJ L.L1p � lt��l�Y.�r�..• jjau.zz� u6Gu umrbb utnerwiscn i a_ Remarks: Sampled @ truck chute. Set 3 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan Ki n EastemIdaho Division Manager rl. inal Signed copy to client: B ELT I a ti : CTA Architects, City of RexbLirg, Jacobierg. Comtruction, Walters add Mi 1230 North w Skyline Drive, t . $ Id2ho Falls, ID 83402 208 529-8242 Fax 208 529'6911 MATERHAALS1 TE5TING & INSPECTIO ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATE FEBRUARY , 2003 E;0.REPORT � 003REPORT �E C)()I B U BENSONDCONCRETESCONCRETE 15619 - DOC J Environmental Services Q Geotechnical Engineering J G n tru fl n Ma-ter']'als Fasting U Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: I IS Benson permit P.O.# : Contractor* Jacobson Construction Inspector: Joel Gree w Supplier: Walters Reade mix Wrack -. 57 Ticket : 06877 Mix ID: -513 Of Yards: I I of 44 LOCATION.- Walls, Line 6, Row MIX PROPORTIONS: TEST PROPERTIES &CONDITIONS: Cement Not Provided Weather: Cloudy Fly .ash: By Ambient Temperature: 0O :ter: Ready Mix CompanyConcrete Temp. (ASTM C 1064)- 6 9OF Coarse 1r Tim,e Batched: 2:29 p.m, Coarse Agg. : Time Placed: : 10 p.m. 1� ne Agg.fil: % Air Cotitent TM C 23 1 or -173): 4,0% Pies Agg. #2: Slump (inc.hes)TM C 143): 4.Ott Admix # 1: Unit Weight (ASTM C 1 : 140.2 lbs/t3 Admix #2: Yield Tl 138): Adrii i . Water Added (gals):. Wtern' ;em ntRatio- 7 A 'I'M - F/ is a sultitr cap -- neoprene pads used unless otherwise noted. Remarks: Set I Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan Icing Easters Idaho Division Manager rl*. inal igned copy to client: BYTJ Idaho : CTA rchi*te t , City of Rexburg, Jacobsen Constraction, Walters Reade MIX 1230 North Skyline Drive, Ste. C. Idaho Falls, ID 83402 208 529-824 Fax 529-691~1 Ago MATCRIALS �-- oTESTING &INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # I REVISION DATE JANUARY' 22, 2003 BE OWCONC RTE' CONCRETE 15639-42.DOC Lj Environment l Services 0 Geotechnical Ergire ririg D Construction Materials Testing E) S i i Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ProjectName: BYU Berson Contraeton, Jacobson Construction Supplier: Walters Ready mix Mix I ; 513 LOCATION-. Footings, Line 13 i, w Permit #� * .* Inspector: Cris McNlurtrey Truck #-. 81 #Of Yards: 11 Ticket ##: 06930 SIX ':TIN: TEST PROPERTIES & CONDITIONS: Cement. Not Provided Weather: Overcast FlyAsh: , nib ent 1_e rnp e r ,tur * 35T Water: Ready MixCompany `on rete Temp, p, . TM C 1064): 667 Coarse . 81: Ti me Batched- 11 -27 a.m.. Coarse � #2: Time Placed: 11:55 i. m. Fire Agg. #I % Air Content (A STM C 231 or -173): 5,7% Fine Agg, # 2: Slump 0whes) (ASTM C 143): 3 !/4 TT Admix #1 - Hat Water Unit Weight STM C 138): 135.9 !lis./FO Admix #2: Yield (ASTI 138): Admix 3: eater Added (gals): 1 Water/Cement Ratio - P'--> X 1VI a ullu'r cap neoprene paas heed uniess otkierwise note(ja Remarks: Set 1 Respectfully subt-nitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dai King Eastem Idaho Division Manager Original si iied copy to e i ent: BYU Naha ': CTA Architects, City of Rexbtirg, Jacobsen ant tioll, Walters Ready Mix 1230 North Skyline Drive, Ste. C, Idaho Falls, ! D 83T02 208 529-8242 Fax 529-6 911 MATERIALS TESTING Fs INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE 1 .EVtiN [SATE JANUARY 22, 2003 E.\REPORT � 03 REPO RTS\ -30001 BYU BENSOWCONCRETE$ NRETE 1 5643- 6 �DO Env3ronrnentai Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑Special Inspections Val Christensen City of RexbUrg P.O. Box 280 Rexburg, ID 834-40 Project Name: BYU Benson Cont.r.actor: Jacobson Construction Supplier: Walters Reader mix Mix I* 513 LOCATION: Wall, Lire 15.5, Row J. Ist lift. Permit P.O.: Int: Cris McMurtrey Truck #*. 82 Yards: 55 Ticket #: 46935 /1IXPROPORTIONS: TEST PROPERTIES Cement : Not ProvidedWeather, vre-as t FII Asia: By Ambient T iliper tures 351 c Water 9 Ready Mix Conipany ConcreteTrip. (ASTM 10 OF Coarse Agg. #1: TimeBatched- 2:41 p. m. Coarse Ag,g.. T'Inle Placed, 4: .m. � Fire � : fig, % Air Content (ASTM � 1 or -1 5.5% F 1 aye Agg. #2: Slump (inchts)ASTM C 1 3 : � Admix 1: Hot Water UnitWe]- cylit (ASTM C 138): dnii #2, Field (ASTM C 13 : Admix #3: eater Adcied (gals): Water/Cement Rati.0'.1 .J -,L11 1 1V1 %---U I i AZ5 a Sul kUr Ca. -- neopre-ne pacts used utile s othe-rwise nowd. Remarks: Set 2 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan ming Eastern Idaho Division Manager ri �r al igi-ied copy to client: BYU Idaho CC: CTA Architects Ciel f F l ue , Jacobsen oii tru ati ��, Walters Ready Mix 1230 North Skyline Drive, Ste. C, Idaho Falls, ID 83402 208 529-8242 Fax 208 529-6911 MATERIALS TESTING & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION CRATE FEBRUARy 3, 2003 E \REPORTS\200 F-� FzPOFATS\E 0()O 1 EKYU BE OWCONCRETE'�CONC BETE 15672-7 .DO J Environmental Services U Geotechnical Engin ririg U Construction Materials Testing Q Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: BYU Beason Contractor: Jacobson Construction Supplier-4:W-daltersadv mix Mix IIS: 513 LOCATION:Stem Wall, Lias 5.3, Row G.5 Perrn,'It /P.O.#: ist lift Inspector: Joel Gree Truck #: 84 # C>f Yards: 10 Ticket #: 7.03 MIX PROPORTIONS: TEST PROPERTIES CONDITIONS* cram : Not Provided Weather: Cloud Fly h: ByAmbient Temperature,- 28OF Water: Ready Maxmpan Concrete Torp_ (.ASTM C 1064): 62OF Coarse Agg. #1 : Time Batched} 9:46 a.. Coarse Agg.. #2d- Tinic Placed: 10:15 .rye Fire Agg. #1: 'G A ir Content (ASTM C 23 1 or -17 : 6,0% Fine Agg. #2: Slump (inches)(AS) (ASTNI C 143): 4ffq Admix #1: Hot Water Unit Weight . T I C 138): 137.1 . .fw Admix #2: Yield TM C 138): Adiru Fater Added (gals). 1 Water/Cement Ratio: t-io i iw %,,- r / is a SUIRir e -- Neoprene, pads used unless otheirwise noted, Remarks- I Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewedby: DanKing Eastern Idaho Division M r'l inal signed copy to cliont: BYU Idaho : CTA Archl'tects, City of Rexburg, Jacobsen Construction, Walters dy. Mix 1230 North Skyline Drive, Ste. CP Idaho FaHs, ID 83402 208 529-8242 Fax 529-6911 � MAT ERIALS TESTING €r INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATE FEBRUARY 3, 2003 E:\REPORfi \ 0 EP0R` S\E30001 BYU BENSQ CONN ETE�GONCRETE 15676,-79,DO Environmental Services. Q Geotechnical Engineering ❑ Construction Materials Testing Q Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: BYLI Benson Permit P. -. : Contractor: Jacobson Construction Inspector* Joel Gray Supplier* Walters Reade nii*x Tr #* 86 Ticket #: 07047 `Ii I: 513 # Of Yards: 60 of 60 LOCATION: Stem Wall, Line 5, Row F Top lift I IX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement : Not Provided Weather: 1 '.r Fly Ash+ By Ambient Tenipenitur : _ 20F Wotan Ready Mix Company Concrete T rap. (ASTM! ` 1064). 630E Coarse ' #1: Thele Batched: 1x:40 p.rn Coarse Agg. .: Time Placed- d 2:00 p+m, Fine Agg. #1: % Air Content TM C 231 or -17 : 6.0% FIn Agg. #2-, Slum Inches- ST 14 ?1 Admix #1, dot Wat r Unit Weight (ASTM 1 136.7 p. .f drni 92: Yield (AST'lNel C 138)-. Admix #30 Water Added (gals). Water/Cement Ratio'. t m t_,�-o i / is snitur cap :_ ne.o r nc padS Used unless tl rwi noted, Rernarks. Set 2 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original signe(I copy to client: Idaho : CTA Architects, Cite feuro, JacobsenConstruction, Walters Rudy '. 1230 North Skyline Greve} Ste. C, Idaho Falls, I 83402 208 529-8242 Fax 208 529-6911 MATERJALSt��ihaTesTING &INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION N DATE FEBRUARY 13, 2003 E-�\REPOrT QOUREPORTS1F 0001 BYu BEN SONS` C RF-TE\CO RETE 15717- 0.DOC 0 Environmental Services C1 Geotechnical Engineering J Construction !Materials Testing D Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name# BYU Benson Contractors. Jacobson Construction Supplier. -Walters Ready mix Mix ID: 513 192BYU 02 Class 40 Permit /P.OA Inspector: Rod Ellsworth Truck #1P. 66 # Of Yards.- 22 LOCATION: Footings Line H, Row I.S. Linea to 4.3 an east. North end of area A Ticket #: 07092 MIX PROPORTIONS: : TEST PROPERTIES Cement: Not Provided Weather: Clear Fly h: By Ambient Temperature: 320F Water. Reader Mix Company Concrete Temp, (ASTM C 1064•x, 5SOF Coarse Agg. ##I: Time Batched: 2:40 p.m. Coarse Agg. #2-. Time Placed: 3,10 p.m. Fire Agg, fl.- : `A Air Content (ASTM C 231 or -17 : 4,7% Fitie Agg. #2: SIUMP (iDehes)(ASTM C 14 . 1 1/41' Admix #I: Hot Water Unit Weight (ASTM C 1 140.6 lbs/c.f. Admix : Yield TM C 138): Admix #3: qtr Added (gals): Water Cement Ratio. `FM C-617 is a sulfur cap -- neoprene pads used unless otherwise noted. Remarks: Sanipled at truck c}3ute. Cylinders under Wheeler trailer in parking lot. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastei-n. Idaho Division Manager rl l't i -1 d copy to l i ut: BYU Idaho : CTA Architects., Citi. f Rexburg, Jacobsen Construction, Walters Ready Mix, 1230 North Skyline Drive, Ste. C, Idaho Falls, ID 83402 208 529-8242 Fax 2 08 529-6911 Cast Date: Jan 9, 03 ## ofCylinders: Cylinder orrr. Cylinder Test Test Fal I ur Compressive -1 Fracture ID D r a m. Height Fir Area Age Date tib StrengthCap T ype 15717 1 1,00 28.27 an 1 0 5190 Core/Split 15718 6 12 1.00 28.27 28 Feb 6, 03 202 7840 7170 Sher PASS 15719 5 12 1.00 28.27 28 Feb 6, 206 140 7290 Columnar PASS 15720 6 12 1.00 28.27 28 Feb 6, 03 204F8307240 Cone/Split PASS `FM C-617 is a sulfur cap -- neoprene pads used unless otherwise noted. Remarks: Sanipled at truck c}3ute. Cylinders under Wheeler trailer in parking lot. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastei-n. Idaho Division Manager rl l't i -1 d copy to l i ut: BYU Idaho : CTA Architects., Citi. f Rexburg, Jacobsen Construction, Walters Ready Mix, 1230 North Skyline Drive, Ste. C, Idaho Falls, ID 83402 208 529-8242 Fax 2 08 529-6911 MATERIALS TESTING & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 R EVJ ION DATA FE13RUARY 13, 2003 E:'�REP RT %2003REPORME 0001 E3u ENSON\ ON RETE ONRETE 15733-36,00C Environmental Services Q Geotechnical Fn i n ear' ng U Construction Materials Testing U Special Val Christensen City of Rexburg P.O. fax 280 Rexburg, ID 8344U Project NBenson Contractor: Jacobson Construction Supplier: Waters Ready mix Mix ID: 513 LOCATION,-. Stem wall 10'. Line 15, Row A Permit P.OA. Inspector; Rod Ellsworth Truck#-.@ 58 Of Yards: 75 Ticket #*- 07115 MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS Jan 1 ,03 Cement : Not Provided Weather: Snow Fly Ash: BAmbient Temperature: "T' Water: Ready M1 o. Concrete Temp. STIP C 1064): 560F Coarse Agg. #1: T- r-ne Batched: 4:09 p.m. Coarse ID : Tirne Placed: *m. Fire Agg. #1, % Air Content (ASTM, C 231 or G1 5.6% ire W. lump (inches) (ASTM 14 : ' 4** Ad rn I x ;!,11 Hot Water Unit e Ig N ASTM C 1 134.6 l . f Admix- Yield :TM C 138) - ID Admix .d i , #: Water Add d (gals): Factor Water/Cement Ratio: Age Date ASTM C-617 is a sulfur cap neoprene pc'tUsed unless th rwie noted. Remarks; Sampled at truck chute. Set # 2 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Easteni Idaho Division Manager Original signed cope to client: BYU Idaho CTA mbitet ', Cay of Rexburg, Jacobsen Construction�Walters Ready Mix 1230 Nosh Skyline Drive, Ste. C, Idaho Falls, ID 83402 208 529-8242' 29-824 Fax 208 529-6911 Cast Date. Jan 1 ,03 ifi f(psi):#of yli d t- . 4 Cylinder Corr. Cylinder Test Test Failure Compressive C-61 Fracture ID Di m. Height Factor Area Age Date Load Strength Cap T ype 15733 6 12 1.00 28.27 7 Jan 17, 03 90,800 3210 Cone/Split 15734 6 12 1.00 28.27 28 Feb 7, 03 14 780 5260 Cone/Shear PASS 15735 6 12 1.00 28.27 28 FebF1 a , 15736 6 12 1.00 Feb 7, 03 14811 5240 Coni lit PASS ASTM C-617 is a sulfur cap neoprene pc'tUsed unless th rwie noted. Remarks; Sampled at truck chute. Set # 2 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Easteni Idaho Division Manager Original signed cope to client: BYU Idaho CTA mbitet ', Cay of Rexburg, Jacobsen Construction�Walters Ready Mix 1230 Nosh Skyline Drive, Ste. C, Idaho Falls, ID 83402 208 529-8242' 29-824 Fax 208 529-6911 MATERIALS TESTING Er INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATE FEBRUARY 10, 2003 BENSONCGNCRETE� ON FETE 15729- ,DOC Environmental Services U Geotechnical Engineering �.1 Construction Materials Testing U Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: Contractor: Supplier: Mix ID: BYU Benson Jacobson Construction Walters Ready mix 513 L4CATIdN: Stem wall 10'. kine 11, Row A.4 per"lit /P.O.# Inspector* Troy Polio Tr uc #: 83 ## Of Yards: 10 of 66 Ticket #: 07104 IA PROPORTIONS: TEST PROPERTIES CONDITIONSOII Cement: 6490 Weather: Snow Fly Ash.: Ambient Temper�nire' 4000 Water: 222 Concrete Temp, (ASTM C 1064): Coarse . # 1: 27890 Time Batched, 12:58 p.m. Coarse Agg. #2. Time Placed, 13:55 p.ni. Fine Agcy. #1-+ 9120 % Air Content (A STM C 231 or -1 - 4-5% Fine Agg..# : 32870 Slump Mche (ASTM 143) : 4.011 i dmi 1-. MBAE ' y 1 Emit Weight (ASTM C 1 ): 1.."36.4 J b s./c. Admix4.2- M 13 P.KN — 199 Yield (ASTM C 1 : Load Admix 43, T ype Water Added g�fl s : 25 Water'/Cement patio: .29 28.27 7 ASTM C-617 is a sulfar cap -- neoprene padLS padUsed unless offierwise noted, Reniarks: sampled at trick chine. Sett # I Respectfully submitted, MATERIALS TESTING Se INSPECTION INC. Reviewed by: Dan Icing Eastern Idaho Division Manager Original signed copy to client.-- BYU Idaho CTA Architects, City of Rexburg, Ja bn Consn-uction, Walters Ready Mix _ a 1230 North Skyline Drive, Ste. C, Idaho Falls,, ID 83402 208 529-8242 Fax 208 529-6911 Cast mate. Jars 10.03Specified F r 4000 # of Cylinders: 4 ylind :r Corr. Cylinder Test Test Failure � �- I C-617 Fracture 1D Dram. Height Factor area, Age Fate Load StrengthCap T ype 15729 6 12 1.00 28.27 7 Jan 17, 03 94480 334Cone/Split 15730 6 1. 1.00 28.27 28 Feb 7, 03 156,600 5540 Cone)Splltt 15731 12 1.00 28.27 28 Feb 7, 03 153,420 5430 Shear FABS 15732 6 12 1.00 28.27 Feb T 03 157P100 5560 Cone/Shear PASS ASTM C-617 is a sulfar cap -- neoprene padLS padUsed unless offierwise noted, Reniarks: sampled at trick chine. Sett # I Respectfully submitted, MATERIALS TESTING Se INSPECTION INC. Reviewed by: Dan Icing Eastern Idaho Division Manager Original signed copy to client.-- BYU Idaho CTA Architects, City of Rexburg, Ja bn Consn-uction, Walters Ready Mix _ a 1230 North Skyline Drive, Ste. C, Idaho Falls,, ID 83402 208 529-8242 Fax 208 529-6911 MATERIUkLSQ,TeSTING &INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVtsioN DATE FEBRUARY 13, 0-0 E:�REPORT \ 003 EPC T �E 001 B LJ BENSO CONCRETE\CONN BETE 15746-49.000 Environmental Services Q Geotechnical Engineering LJ Construction Materials Testing Ll Special I ti ons Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name; BYU Benson Contractor,* Jacobson Construction Supplier: Walters Ready mix Nix ID: 5l3 LOCATION: Footings, Line 4, Row H Permit / P.O.#: Inspector: Joel Gray Truck #: 51 Of Yards: 22 of 44 11 Ticket #: 07152 MIXPROPORTIONS: TEST PROPERTtES & CONDITIONS: Cement : Not ProvidedWeather: Clear Fly - 13Y Ambient Temperature- 340E Water: Rudy Mix Co. Concrete Temp. Tit C 1064). F Coarse . ##1: Time Batched: 11 .nit Coarse Agg. #2: Time Placed: 11:50 a.ni Fizz . 1; % Air Content (ASTM C 231 or -1 . 5 % ]dine Agg. : Sftirnp (inches) ASTM C 143): 4.Orr Admix # 1: Hot eater Unit Weight (ASTM C 1 137.0 lb/c.. Admix : Yield (ASTM C 138): Admix W ter Added dal : Water/Cement Ratio F .STM C-617 is a suifui- cap -- neoprene pads used unless therw s noted. Remarks-. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original sigiied copy to client: BYU Idaho C : CTS. Architects,. City of Rexburg, Jacobsen Construcfion,, Walters Ready Mix 1230 North Skyline Drive, Ste- C, Idaho Falls, ID 83402 208 -8242 Fax Cast Date: Jan 15, 03 Specified fc (psi): 4000 ## of Cylinders: Cylinder Corr. Cylinder Test Test Failure Compressive C-617 Fracture ID Diam. Height Factor Area Age Date LoadStrength -Type 15746 6 12 1.00 28.27 7 Jan 22, 03 1021290 3620 ConelShear 15747 6 12 1.00 28..7 28 Feb 12, 03 166 T800 5900 Cone/Split PASS +15748 6 12 1.00 2827Feb 12, 03 1 4., 10 5830 Shear PASS 6 12 1.00 28.27 28 Feb 12, 03 1657200 5840 Shear PAS S .STM C-617 is a suifui- cap -- neoprene pads used unless therw s noted. Remarks-. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original sigiied copy to client: BYU Idaho C : CTS. Architects,. City of Rexburg, Jacobsen Construcfion,, Walters Ready Mix 1230 North Skyline Drive, Ste- C, Idaho Falls, ID 83402 208 -8242 Fax MATERIALS TESTING £r INSPECTION ASTM C$9 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # I REVISION DATE FEBRUARY 14, 2003 6ENS0N\ 0-N RETE\ 0 BETE I576 '- ,c)c J Environ.mental Servi e J Geotechnical Engi eerie J Constructn Mater'l'als Testing Ll Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project , �BYU Densoji Contractor.-- Jacobsen Construction Supplier: Walters Reade nii Mix ID: 513 LOCATION: Brae Wall I't lift. Lhie 4. Row I permit /P.O.# Inspector: Truck : Joel Gray $U # Of Yards: 1(] of 71 Ticket * 07189 SIX PROPORTIONS: TEST PROPERTIES &CONDITIONS: Jan 17, 03 Cement : Not Provided Weather: Clear Fly h: By Amblciit Temperature. 43 OF Water: Ready Mix Co. Concrele Temp. (ASTM C 1064): 7� Coarse . #I. Time Batched- .12-48 pmi. oarsTimc Placed: 1:30 p.m. rr W�. % Air o-nt l t. (ASTM ' 231 or -173: 5.0% Fine .egg. X26 Slump (inches) (.STM C 143) ; tr Admix l : Hot eater Unit Weight. TM C 1 137.1 lbs/cf. Admix Field (ASTM C 138): ID :admix 3: eater Added (gals)- Factor Water/Cement Age Date ASTM C-617 is a sulfur cap — neoprene pads used wiles otherwise noted. Remarks: Set 1 Respectfully submitted, MATERIALS TESTING & INSPECTION' NC. reviewed by: man King Eastem Idaho Division Manager Original signed. y to client: BYE Idaho . }T .r li t ct 1)City f Rexburg, J cobse . Const t� -i N �' It �r � Ready Mix 1230 North Skyline Drive, Ste. C. Idaho Falls, IC 83402 208 -8242 Fax. 208 529-6911 Cast Cate: Jan 17, 03 Specified f (psi): 4000 ft of Cylinders: A lino r Corr. Cylinder Test Test Failure Compressive - 17 Fracture ID Diem. Freight Factor Area Age Date Lad Strength Cap Type 15762 6 12 1.0 28.27 7 Jan 24, 03 1 840 1 4560 Cone/Shea 15763 12 1.00 .27 28 Feb 1 4 a 03 1 87,,490 6630 Shear PASS 15764 6 12 1.0 28.27 28 Feb 14, 03 1927620 6810 Shear PASS 15765 6 1 1.00 2&27 28 Feb 14, 03 190,370 6730 Corie/Shear PASS ASTM C-617 is a sulfur cap — neoprene pads used wiles otherwise noted. Remarks: Set 1 Respectfully submitted, MATERIALS TESTING & INSPECTION' NC. reviewed by: man King Eastem Idaho Division Manager Original signed. y to client: BYE Idaho . }T .r li t ct 1)City f Rexburg, J cobse . Const t� -i N �' It �r � Ready Mix 1230 North Skyline Drive, Ste. C. Idaho Falls, IC 83402 208 -8242 Fax. 208 529-6911 r MATC TESTING INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISioN DATE FEBRUARY 14, 200 E:\REP0RTSQ003REP0RTS\E30001 B MJ BEP SOWC N RETEk NRETE 15766-69- DOC IJ Envimnmental Services CJ Geotechnical En ire rin U Construction Materials Testing U Special Inspections Val Christensen City of Rexburg P.O. Boa: 280 Rexburg, ID 83440 Project Name. BYU Benson Pr if o . : Contractor: Jacobsen Construction Inspector: Joel Gray S=upplier: Walters Ready mix Tru #: 80 Ticket : 07197 Mix IIS 513 Ofr* 60 of 71 LOCATION: Stem Wall. Lias I, Row D MIX PROPORTIONS, TEST PROPERTIES TI & CONDITIONS: Whit • Not Provided Te to r: Clear Fly Ash: By Ambient Temperature: 420E Water: Read lCo. Concrete Tempt (ASTM 1064): 707 Coarse. A. # I. Time Batched: 2.,5 6 p. Coarse Agg, #2: Time 'laced: 330 p.m. 1 Cylinder Air (ASTM T C1 r C-173): .1% Fine . Co r i C-617 Slunip incli (ASTM C 143) : 4.Ott Admix fl. Hof Water gait Weight (ASTM 138): 137.1 lbs , f. di -n #. Date Yield (ASTM C 138): Strength Cap Admix 15766 Water Added (gals)., 12 Water/CCMeDt Ratio: .8.27 7 ,,late 24, 03 ASTM C-617 is a sulfar cap -- neoprene pads used unless offierwise noted. Remarks : Set# Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original signed copy to client: BYU Idaho : CTA Architects,, City of Rexburg, Jacobsen Constmetion, Walters Ready Mi 1230 North Skyline Drive, Ste. C, Idaho Falls', ID 83402 208 529!8242 Fax 208 529-6 911 Cast Date: J n 17, 03 Specified f i: 4000 ## of Cylinders: Cylinder rr. Cylinder Test Test Failure Co r i C-617 Fracture ID Djam. Height Factor Aj Age Date Load Strength Cap T ype 15766 12 1.00 .8.27 7 ,,late 24, 03 1131860 4030� 1 1 �I .0 .. Feb 1r 17,� one/Int PASS 15758 6 12 1.00 28.27 28 Feb 1, 03 1 000 6680 Shear PASS 15769 6 12 1.00 7 28 Feb 14, 03 1861870 it PASS_ ASTM C-617 is a sulfar cap -- neoprene pads used unless offierwise noted. Remarks : Set# Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original signed copy to client: BYU Idaho : CTA Architects,, City of Rexburg, Jacobsen Constmetion, Walters Ready Mi 1230 North Skyline Drive, Ste. C, Idaho Falls', ID 83402 208 529!8242 Fax 208 529-6 911 MATERIALS TESTING & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PEI REVISION DATE ARCH 12, 2003 B ECJ O I ' CON FETE\CONCRETE 1-5787-90-00c U Environmental Services Q Geotechnical En i rin on tru t o Materials Testi. ial Inspectionss Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: BYU Benson Contractor: Jacobson Construction Supplier: Walters Ready mix Mix I -& 513 LOCATION: Foundation all . Line], Row G. .permit /P.O..# Inspector: Joel Grey Tru Ticket i 07292 OfYards: 77 of 88 ToD fift MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS. Cement Not Provided Weather, Cloud Fl Ash: By Ambient Temperature: "F Water: Rcady Mix Co, ConcreteTemp. ASTM C 1064): 7 O ' Coarse Agg. 1: Time atehed. 11,47 .m. Coarse Agg. ; Time Placed: 1230 ..m. Fire Age* # 1: % Air Content (ASTM C 231 or -1 6.0% � Fire . . : lure(inches) 14 . .011 Admix 1: Hot eater Unit Welglit TN4 C 1 138.4 lbs/c.f. Admix i ld TQC C 1 . nil r eater added (gals). Water/Cement Ratio: t,io 1 lvi -u 1 i is a su i tur cap -- neoprene pacs a.sed un I ess otherwi se noted. Remarks: Set# Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan ming Eastern Idaho Division.Manager Original si Yac i copy to client: BYU Idaho CC: CTA Architects, City of Rexburg, Jacobsen n tru tion, -alters Ready Mix 1230 North Skyline Drive, Ste. C, Idaho Fal 1, 183402 9-8242 Fax 9-69 11 MATERIALS TESTING & INSPECTION' ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # I REVi ION DATE MARCH 12, 2003 BEN S0000N RETESCONCRETE 15783-86..Doc Q Environmental Services Q Geotechnical Engineering LJ Construction Materlals Testing Q Special Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ProjectName: 1131"U Denson Contractor: Jacobson Construction Supplier: Walters Reade mi Mix 11): 513 Permit .OA LOCATION: Foundation Walls. Line 4.8, Row 11. Inspector: Joel Gray Tru e Of Yards: 11 of 88 ill lift Ticket ##+ 07286 IX PROPORTIONS: TLST PROPERTILS & CONDITIONS: Cement Not Provided 'weather: Cloudy Fly h- By Ambient Temperature: 440F Water: Ready MixCo- Concrete Temp. TSI C 1064): 660F Coarse Agg. 1: Tirne Batched: 9:50 a.m. Coarse Aga. #2: Time Pf : 10:50 a.m. Fine Agg. H 1: % Air Content (ASTM C 2 31 or - 1'73)+ 4.7% Fine Age,Slump Inch Ti 1 6,0P? Admix 1: Hot Water Unit Weight (ASTM 1 ): 139A lbs/c+[ Admix : Rheobuild 1000 Yield (ASTM C 138): Admix Water Aided (gals).- Water/CementRatio: A6 M k-,.- 1 / is � ul tur cfip -- neoprene pads used unless otherwise noted- Remarks: Set# 1 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Divisimi Manager Original sl*gned copy to client. U Idaho : CTA Architects, City of Rexburg, Jacobsen Construction, Walters F Mix 1230 North Skyline Drive, Ste. C, Idaho Falls} ID 83402 208 529-8242 Fax 208 529-691--1- Z: E MATERIALS TESTING & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # I REV [ ION DATE FEBRUARY 25, 2003 F:\REPORT \ 0 REPORTS�E 0001 6YU BEN OWCONCRETE\CONCRETE 1 5802-0 . ❑ Environmental Services U Geotechnical engineering ❑ Construction Materials Testing U Special Inspect* prl5 Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ProjectName.- RYU Benson Permit /P.O.,#: Contractor: Jacobson Construction Inspector: JoeI Gray Supplier. 14 'Walters Ready mix Trurk #: 85 Ticket . 07341 li I# 513 #Of .# LOCATION: Footillu Dine 131, Row D. MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement: Not Provided Weather: Snow. Fly h- By Arnblent Temperature: 370F Water, Ready MixCo. oI�l� ret Temp, ASTM 1064: 71 OF r #1: . Time Batched'. : .m. Coarse fig. Time Placed : -3-A0 p.m. Fine � # % Air Content (ASTM C 231 or `17 : 5.3% Fire Agg. :lum(Inches) 143: ,,„ Admix -# 1: Hot Water Unit Wei ght (ASTM C 138): 139.2 lbs/cf Admix Yield .,T1 C 138): Admix #3: Water Added (g a Is): Water/Cement Ratio: e r , «� .- 4n u r cap -- neoprene pans used unless s ofli r wi e noted. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan Kind Eastem Idaho Division Manager Original signed ropy to client: BYU Idaho CC CTS Architects, City of Rexburg, Jeasen Construction, Walters Ready Mix 1230 North Skyline Drive, Ste. ,Idaho Fall � s Fax 208 529-6911 0 i MATERIALS TESTING Fr INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # I REVISION DATE FEBRUARY 26, 2003 E.' 1REPORT � 00 REP TS1E�,30001 BYU BENSOWCONCRETE=NGRETE 15806-09.00 Q Environmental Services D Geotechnical Engineering U Construction Materials Testing U i t Inspections Val Christensen City of Rexburg P.C. Box 280 Rexburg, ID 83440 Project Name* BYU Benson Contractor: Jacobson Construction Suppfler: Walters Reade mi I" II LOCATION.- Foundation wall, Line 17, Row Permit / P.OA Inspector: Truck86 Joel Grav Yards.- 22 of 44 Ticket #: 07364 MIX X P .TI S*. TEST PROPERTIES & CONDITIONS, - Cement : Not Provided Wcather: Cloudy Fly Ash: By Aiiibient Temperature: cF Water: Ready MixCo- Conerete Teri -i ASTM C 1064 73"F CTime Batched-. 1:08 P.M. Coarse Time Placed-, 1:50 _m- Fint. #L % Air Content (A STM C 231 or -17 ): 4,5% Fine Agg. #2,- SILIT11 inch TM C 143): 23/411 Adiiii 1: Unit Weight Tl' 138): 139,0 lbs/c.f. Admix : Yield(ASTM 138). Admix Water Added (gals): 1 Water/Cement Ratio; Rei -narks: IVI .-t 1 / IS a SUITur cap -- neoprezie pads used unless otherwise noted. Respectfully submitted, MATERIALS TESTING,& INSPECTION INC. Reviewed by: Eastem Idaho Dan ming Division Manager Orl*ginal S'911ed copy to client: BYU Idaho : CTA Arclii'tects, City f Rexburg, Ja n 'on tru ti ri Walters Ready Mix 1230 North Skyline Drive, Ste. C, 208 , 529-6911 mbmn*ww� .� Ar i} MATEFUAL TESTING INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATE FEBRUARY 27, 2003 E:�REPORTS\2003REPORME30001 E U SEINSON\ ONCRETE�GONCRETE 15822 -25 -DOC U Environmental Services J Geotechnical Engio rin Construction Materials Testing U Special inspections Val Christensen City of Rexburg P.O. Bax 280 Rexburg, ID S-1440 Project Name: BYU 113enson Contractor: Jacobsen Construction Supplier* Walters Ready mix Mix I: 513 LOCATION.,- Foundation walls., Line 15, Row G Permit P.O.lb Inspector: Joel Gray Truck #.- 63 Of Yards: 22 of 35 MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS Cement: Not Provided Weather. C1 Udy Fly Asti; By Ani l nt T ty)pera.ture: 40 Fater: Ready Mix Co. Concrete Temp. (ASTM C 1064)::: 72 Case .egg, # 1: Time Batched: I 1: 15, a. m. Coarse Agg...: Time Place: 11 -.45 a.m. Fiiie 1 L. 1-. 'o Air Content .STM C 231 or -17 y 4. Pine Age, #2-, S1uiii (inches) (ASTM ' 1 -, Admix # 1: Unit Wei ght (ASTM C 1 13 9.6 o f Admix #2- Yield (ASTM 1 , . Admi #3-, Water Added. (gals): Water/Cement Ratio: tit u -u / is a S111tur cap -- neoprene pads used UMC S thi�Nfise noted, Remarks-. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by.- Dan King Eastem Idaho Division Mai-iager Original signed copy to client: BYU Idaho CC: CTA Architects, City of Rexbur,9, Jacobsen nst.rue6 , Walters Ready Mix 1230 North Skyline Drive, Ste. C, I'daho Falls, ID 6340 208 529-8242 Fax 208 529-6911 MATERIALS TESTING % INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 E I GON DATE MARCH 35 003 E: MATERIALS TL (3 & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATE ARCH 4, 2003 E �REEOrT � 003 EPORT �E300C)1 8 ti !B ENSON �C ONCRET E� O ' R ATE 1 X5830- . DOS IJ Environmental ServIces U Geotechnical Engineering .j Constructlor Materials Testing U SpecialInspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Pro t Name* BYU Benson Perm* t P.O.#: Contractor: Jacobsen Construction Inspector: Joel Gray Supplier. Walters Ready mi F �� Ticket Mix I: 513 9 Of Yards: 11 of 61.5 LOCATION: Fou n d afion Willi Line 14, Row E ,MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement : Not Provided Weather: Cloud Fly Ash; By Ambient Temperature: 28OF Water: Ready Mix Co. Concrete Temp. (ASTiM C 1064): 650 Coarse Agg. 1; Time Batched: 12:57 p.m. 'ossa A. #2: Time Placed: Fine Aggr #1: % Air Content (ASTM 1 or L17 -, 5% Fine r Slump (inches) TM C 143): 3 �1 Admix # 1: Unit Weight AS TI' 13-8): 1 1. . c. t,. Admix #2: Yield (ASTM C 138): Admix :. Water �� ,els Water/Cementtip: j"1,3 1 1v, sail i -Lar cap-- neoprene pacis use Linlc,;sotherwi ise noted. Remark -s-, Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original oigned copy to client: BYU Idah,o CTA Architects., City of Rexburg, Jacobsen Construction, Walters Ready.Mix 1 230 North Skyline Drive, Ste. C, Idaho Falk, 18302 208 529-8242 Fax r MATERiALs V41;3Tr=STINci &INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATE MARCH 4' 2003 E'. FRED RM0 REPO T `kE 000 1 s u 8 ENSOWC ONCRETE\CON CRETE 15834- 7_DC) ❑ Environmental Services C3 Geotechnical Engineering ❑Construction Materials Testing U Special inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ProjectName: BYU Benson Contractor,., Jacobsen Construction SuplAier: Walters Readv mix ill : 513 LOCATION:Foundation wall, Line 13, Row F Periiiit / P.OA. Inspector: Joel Gray 1"ruck #: 87 Of Yards: 55 of 6.1.5 Ticket #. 07442 MIX PROPORTIONS. TEST PROPERTIES & CONDITIONS: ment : Not Provided Weather: Fly Asti: Birn��i�r�t �� ei-attire: . Water: y Mix Co. Concrete Temp. ASTM C 1064)- 66 Coarse Agg. #2: Time Batched. 2:39 p.m. Fin1 � �.�) lir Content (ASTM 1 or '- 173): 4.8 Time Placed- 2.55 p.m. Fine lump (inches) STM C 1 4 Admix 1: Unit Weight STM C 138): 136.7pef Admix Field (ASTM C 1 : Admix #3: Wate-r Added (gals): 20 Water/Cement Ratio: A 3L� A I*A .- , f 1.) a OLLiluk map -- umprene pans useci unless otherwi se noted. Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed Dan King Eastem Idaho Division Manager Original sl*,gned copy to client. jBYU Idaho : CTA Architects, city of Rexburg, jacobsen construetim,Walters Ready +1230 North Skyline'Drive, Ste. Ca Idaho F f s ID 83402 208 529-8242 Fax 208 529,6911 Environmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH ,J Geotechnical' Engineering ProjectName: BYU Beeson Contractor* Jacobsen Construction Supplier,: It rReade mi Mix I* 51.3 LOCATION-. Foofing, 1 1 .1 Une 2., Row Ei MIX PROPORTIONS: Cement : Fly Ash: Water. - Coarse Agg. #1: Coarse Agg. : Fine A gg. # 1: Fine A g g. 2. - Admix #1: Admix Admix # Water/Cement RatiW PAGE 1 REVISION DATE MARCH 4, 2003 BENSON SCONCRETESCONC RETE 1 -1 41.Do D Construction Materials Testi n g permit P.O.: Inspector* Truck #: Of rd s: Joel Gray 63 12i'2 *of 17Y2 DP.MeqI Ir mp-tf ncz rl'it #,*, 07463 TEST PROPERTIES & Cf]NDiTI4NS: Not Provided r: ByAmbient Temperature: Reade IMi x Co, Concrete Temp. (ASTM C 106,E Tire Batched. Time Placed. % fir Content .STM C 23 1 or - 173): Slump (inches) (ASTM C 143) - Unit Flit (ASTM C 1 : Yield (ASTM C 138): Water Added (gaffs). Partly lou 4 68 2-57 p.m. 10 p.tix. .1 34 136.7 0 - - - - - - — _ . I- tit 11 %41 A Lit l.'K,LF -- 11'_ll,[JI fel+.%r+ VULL,J L NCU A.Fbless 0 1 -nted, o ri-i.r Respectfully submitted, MATERIALS TESTING & INSPECTION ING, Reviewed by: n King Eastern Idaho Division Manager Original signed cope toclient- BYU Idaho CC -11: CTA Architects, City -of Rexburg, Jacobsen Constructloil,, Walters Ready Mi bKyllne Drive, Ste. CI Idaho Falb I Fax 208 529-6911 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE 1 REVISION DATE MARCH 61 200.3 E:�REPCFZT � 003REPORT �E30001 syu SE ONkCON ET E� CRETE 1 58150-1 5863. DOC Environmental Services IJ geotechnical Engineering Ct Construction Materials Testing U Special Inspections 'dal Christensen City of Rexburg P.O. Bax 280 Rexburg, ID 83440 ii j t Name* BYU Benson "}: o c sii .cruel- - - 4� Supplier: Walters Ready mix Mix I: 513 LOCATION: t g Dine 10., Row rnift / P.OA Y Vi c : Joel G t Truck # Of Yards; 5 of Ticket : 0782 MIX PROPORTIONS.:TESTTIICONDITIONS.& enici t Not Provided r eatheT-: Clea Fly Asti.: By nibilent. Tt ei RtUr : 30 Water- Ready Mix Co. Concrete Temp. (ASTM C 1064): Coarse .g. 1: Tir Time Placed, 4:15 p.m. Fine Agg. ##1: % Air Content TIN4 C 231 or R17 : 5.1 Fine Agg. : S lump inch (AST M C 1 a Admix #1 : Unit Wi lit TM C 138: 136.7 cf Admix #2: ie]d (ASTM C 1 Admix #3: eater Added(gals): 0 iter/Cemc it Ratio: L.� I L; L �, %J I f jZ� U 3LlI 111 kLtp -- ncupt-elle paus usea unless otherwise, noted. Remarks:. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by; Dan King EastemIdaho Division Manager ri le ] signed copy to cl'ent; 13YU Idaho CC: CTA Architects, City of Rexbtirg, Jacobsen Construction, 'falter Ready 1230 North Skyline Drive, Ste. C, Idaho Fal s I tv D 8340 . 2 208 529-8242 Fax - 11 MATERIALS TESTING Er INSPECTION 'J E noir nrn rital Services Val Christensen City of Rexburg P.Q. BOX 2$Q Rexburg, i17 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH Geotechnical Engineering Project Nm-. BYU Benson CoittracyWir.6, Jacobsen coias- Supplier:, Walters Rea.dv mix li ID: 513 LOCATION-* Fowidation wall, Line 2, Row E MIX PROPORTIONS: Cement Fly Ash: Water: Coarse Agg, # 1: Coarse Agg. #2-. Fine gr ## T : Fire Agg. Admix #I Admix dm r Water/Cement Ratio: PAGE # I REVISION LTTE MARCH 7F 2003 E REPC)RT yk200 REPOFZT 'tiE30001 B U BEN ON\1%_ 0NGRETE�C0N I ETE 15864-1 7.[)Oc Construction Materials Testing Permit /P.06#.- hp�tr* Truck Of Yards. Joel ray 57 20 f 35 ED qnprj_-�l Ticket : 07499 PEST PROPERTICS & CONDITIONS: Not Provided Wetbel-: By Ambient Temperature: 1 dConcrete'dem (ASTM 1064). Time Batched - Ti Placed: 10 Air Content (ASTM C 231 r -17 : Slump(inches) i 143) ! +Aliteif13 -i li t(ASTM 13 . Yield (ASTM C 138): Water Added (gals): Clear 33 69 1:52 P. iu. 2:15 p.m, 6 4 136,' ) pc f 10 Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by; Dan ming Eastern Idaho Division Manager Original signed copy to lint. BYU Idaho CC- CTA ArchitectsC1tY,0FRe-xbL1rg, Jacobsen IWalters Ready mix a. 1230 North Skyline Drive' t . C, Idaho FiliD 83402 208 529-8242 Fax 208 529--6-917 MATERIALS TESTING fr INSPECTION ASTM C39 CON -CRETE CYLINDER COMPRESSIVE STRENGTH PAGE E 1 Evi ION DATE FEBRUARY 17, 2003 Fz-'\REPORTS\ 00F-pc)RY 'tiE 0001 B u BENSON�GONCRETENCRETE 1 X880- 1 , 883. [SOC J Environmental Services ❑ Geotechnical Engineering Ci Construction Materials Testing ❑ Special Inspections Val Christensen City -of Rexburg P.O. Box 280 Rexburg, ID 83440 Project NYU Beason Contractor: Jacobsen Construction/Doubl Supplier: WIt r dmix Mix IIS; 513 LOCATION.- SfootW2 at Line 1.2-9. Row Permit **: Inspector: dray Posia Truck #: W-87 # 4f Yards: Sr/2 Ticket #-, 07526 MIX PROPORTIONS: TEST PROPERTIES & C0NDITIONS: Cenient y Not Provided Weadi r: Clear Fly Alli: By A mbI eiit Te inp era tLlre: 46 Water-, Ready Mix Co. ConcreteTemp- . TI 1064): 57 Coarse Agg. #1: Time Batched: 3: .m_ Coarse Time Placed-, 4:1 Fine fig.Air Content (ASTM C 231 or -1 „3 Fine A gg. 4.2 : Slump (inches) T -C 143): 3 Adi-nix 4T Unit `weight {ASTIR C 13 n Scale not working Adtnix 92: Yield (ASTM C 138) - Admix. 4 Water Added 1s. Water/Cetnent Ratio'. 1 X J 1 1Yal. 'mss -LJ I f J3 a )tjIJLU1 4'"�i� -- 11cupr ne au urea un less tier J 1iote . Remarks.- Respectfully emarks: Respectfully submitted, MATERIALS TASTING & INSPECTION INC. Reviewed by. fan King Eastem Idaho division Manager Original signed copy to client:: BYLJ Idaho C: CTA Architects, City of Rexburg, .I n n tip tion, Walters Ready MIX 1230 North Skyline Drive} Ste. C, Idaho Falls, ID 83402 208 529-8242 Fax 208 529-6911 MATERIALS a' TESTING Fs INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE 1 REVISION DATE MARCH 12, 2003 E:NFAEPCSF Ts\ 003REFORTS'~E 0 1 BYU BENS0N\C0F-'FE\GON C FZETE 158 84-15 88 7.DO U Environmental Services U Geotechnical Engineering U Construction Materials Testing U Special Iris ti n Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: BYU Benson Permit P. , #* ('ontractor-, Jacobsen Construction/Double ,1J Inspector: Trn * Polio Supplier,: Walters Ready mix Truek #.- W-57 Ticket : 07539 Mix ID -Now 513 # Of Yards: 12 of 1 LOCATION: Stairwell walls,Line 13, R.ow LA MIX SRO PORTIONS. `f FST PROPERTIES & CONDITIONS Cement : Not Provided Weather: Clear Fly h: By Arriblent Temperature- Water: Ready Mlix Co. Concrete. Temp. (ASTM C 1064): 60 Coarse Agg. # 1: Time Fate 1: 7 p.m. Coarse+ ##: Ties Placed: 2:20 pm. Fine Agg. #] : '11/0 Air Content (ASTM C 231 or -173): 7.8 Fire Agg. #2- Slump (inehes) (ASTM 1 1/2 Adm*l#1., Unit Weight TM C 138): 134.8 Admix : Yield T 1-38): Admix ##: eater Aided (gals): Wsten` e i rpt Ratio: A64 i U-617 is a sulfur cap ,_ neoprene pads used unless offi -M11se nat d+ Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by. Dan King Eastern Idaho Division Manager Original signed copy to client.- BYU Idaho CTA Arcliitect , City of Rexburg, Jacobsen Construction, Walters Re d r Mix a _ 12:30 North Skyline Cori, Ste. C, Idaho Fairs, ID 83402 208 529-8242 Fax 208 529-6911 k'_.._4 MATERIALS TESTING Fr INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PEI REVISION DATE. M P,ii 17, 2003 E:k EPO T � 0 REPORT \E 0001 13YU BENSQ CON RETE CONCRETE 15901-04.DOC D Environmental Services J Geotechnical Engineering LJ Construction Materials Testing ri Special Ire ti Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ProjectName: BYU Benson Permit P.OA Contractor.- Jacobsen Construction/Double Inspector: Joel Grav Supplier: Walt r Readv mix Truck #* 62Tieket Mix I: 513 # Of Yards: !2 of 1 LOCATION: Footing, Lji 11.3, Row C 1X PROPORTIONS: TLST P110PERTIES & CONDITIONS* Cement Not Provided Wearer: Raiuy FlY Ash: By .:.mblent Teniperature. 4 Water: Ready Mix Co, Concrete Temp. (ASTM ' 1064): 69 Coarse Agg. #I: Time Batched: 1 1: 12 am. Coarse Aag. 42: Ti the Placedj 11:35 a�ma Fine Agg, 1 % Air Content (ASTM C 231 or G 173)-, Q Fine .egg. : Slump (inches) .STI C 1 : ► rni 1: Unit Weight TM 1 1363pcf Admix Yield Tr4 C 138). rni W toAdd,-.,d (gals); 7 Water/Cement Ratio : I' U-61 __1 1 s a s uIfur cap ncopren e pads used unless ctherwise n o ted. Remarks: Respectfully submitted, MATERIALS TESTING 8z INSPECTION INC. Reviewed by: Dan ming Eastem Idaho Division Manager Originat signed copy to client: BYU Idaho CTA Architects,, City of Rexburg, Jacobsen Construction, Walters Ready Mix 1230 North Skyline Drive, Ste. C, Idaho Falk, ID 83402 208 529-8242 F ax 208 529 MATERIALS TESTING Fr INSPECTION ASTM C39, CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION ATS FEBRUARY 28, 2003 13-ENSOOCONCRETEiCONCRETE 1 5 9 a 8, Ej c D Environmental Services U Geotechnical Engineering J Construction Materials Testing J Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Tei BYBenson Contractor: Jacobsen Construction Supplier: Walters .dr remix Mix ID: 513 LOCATION: Footing Line 0.8, Row Permit P.O.: Inspector: Joel Gray 'T'ru # Yards. 9 off. 1V2 Ticket : 07656 MI fPROPORTIONS: TLS's' PROPERTIES & CONDITIONS. Cement: Not Provided Weather: Partly loud FlyAsh: By Ambient Temperature, 38 Water: Ready Mix o+ Concrete Temp. (ASTM C 1064): 7 Coarse, ,9 l: Time Batched: 1: 1 p.m. Coarse Arg. : Time Placed-. 2,1 p.m. Fire Agg. #1: % Air Content (ASTM C 231 or -17 r 4 Fire : Slump (inches) (ASTM ' 143) - 2 Admix l i Unit Weight (ASTM C 138)- 137. Ipf Yield (ASTM C 138). Admix #31- Water Added (gals): Water./Cement natio: A I IV] III is a SUIlUcap r- nec)pr ne pads used unless ofh ei`w i se 11 of e , Respectfully submitted, MATERIALS TESTING & INSYGCTION INC. i Reviewed by Dan King Eastem I. Division M ri in,a] qigned cope to client: BYU Idaho C. CTA Architects, City of RexbUrg, Jacobsen Construction, Walters Ready Mix 12,30 North Skyline Drive, Ste. C, Idaho Falls, ID 83402 208 529-8242 MATERIALS I TESTING it INSPECTION ASTM C39 CONCRETE CYLINDER PACE # I REVISION DATE COMPRESSIVE STRENGTH MARCH a, 2003 E:IREPOR7Si2[}[}3REPflRTS1E30001 BYU BENSONiCONCRETE'�CONCRETE 95-955-58.DOC U Environmental Services U' Geotechnical Engineering Q Construction Materia is Testing ❑ Special Inspections Val Christensen City of Rexburg P.0. Bax 280 Rexbtirg, ID 83440 Project Name * BYU Benson Contractor: Jacobsen Construction Supplier: Walters Ready mix Mix I: 513 LOCATION* Foundation wall., eine 1* Row E.3 Permit P.O.#: Inspector: Joel Gray Truck ## Ot Yards * 8 off` 25 Ticket * 07702 IX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement', r �C t Ler. Clear Fid` Ash: Ambient Temperature; Water: Hot Concrete Temp. TM C 1064): 80 Coarse Agg, #L Not Provided TimeBatched: 12.25 p.m. Corse Agg. 92: By Time Placed: 1:00 P.M. Fin e A gg. #I Ready Mix. Co. % Air Content (ASTM C 231 or -17 . 4.5 Fine Agg. #2-. Slump (inches) T 143) 3 U it Weight (ASTM C 138)- 13'1. 1 PC f AnZ1 Yield (ASTM C 138) - Admix dmi F' . Water r ded (gals): Water/Cement ate -- 1A 31 BVI -O 1 / 15 a SLI 11111- P neoprene pads used unIc s otherwise rioted. Ise ni arks -,, Respectfully submitted, :MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan Kang Eastern Idaho Division Manager Original signed copy to client-BYU Idaho CTA Architects, City of Rexburg, Jacobsen nst ti n, Walters Ready .Mix. 1 30 North Skyline Daly., Ste. C, Idaho Falls, ID 83402 208 -8242 Fax 0 529-6911 A M ERIALS A TESTING & INSPECTIONJ .R. ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISioN DATE MARCH 26, 2003 E--tiREPC)RT X200 REP 'r.',E G,3131 E3yu BENSON' GON RETE\COIN RETE I 9 3- .D SC' Q Environmental Services U Geotechnical Engi ririg U Construction Materials Testing U Special Ires ti ro Val Christensen City of Rexburg P.Q. Bay 280 Rexburg, ID 83440 Project Nni* Contractor: Supplier: Ml*x i BYU Benson Jacobsen Construction Walters Ready mix 513 LOCATION: Slab on deck., Li"ne 4.8, Row G Permit P60.#: Inspector: Joel Gray Truck#: 82 Yards: 521/2 of 521/2 Ticket : 07713 MIX RROP TI S: TEST PROPERT 1ES & CONDITIONS: Cement: Wath r: - Clear Fly Ash: Arnblent Temperature: 28 Water: Hot Concrete Temp- - ST C 1064); 7 Coarse egg. # l : Not Provided Time at. h : 12:01 . , Coarse By Time Placed: 12:26 p.m, Fine Agg . .41 -, Ready iCo- % Air Content STM C 231 or -17 : 1I7 l ump (inches) (ASTM C 1 3 4 Admix )i1 E nitelcrht.(ASTM '13 . 143.1 Admix -;,!'2: Yield TM C 138); Admix 3: Water Added (gals): Water/Cement Ratio: i ,vi f- i i is a su i iur caP -- 11t,'Oprene pads Ue un less otherwise ut d. Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastem Idaho Division Manager Original signed cope to client: BYE .T Idaho C: CTA Architects, City of Rexburg,Jacobsen Constructloia., Walters .dy Mix 1230 North Skyline Driver Ste. C, Idaho Falls, ID 8340 208 529-8242 Fax 208 529-6911 MATERIALS TeSTING & INspEc7riON ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH 'AGE # 1 REVISION DATE MARCH 2, 2003 E:�REPORT Q00 REPORT �E 0001 6yu 1-1 U Fnvironment f Services Geotechnical Englneerf'ng U Construction '[ t r l Testing Q Special Val City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Nares+ ntrr. Supplier: Mix I U Benson Jacobsen Construction Walters Ready i:. 513 LOCATION: Slab on deck, Line. 3, Boer Permit / P. .#+ Inspector: Joel Gray Truck #,- 82 fr: 21 of Ticket # 07709 MIX PROPORTIONS: TEST Ph4RTIES & CONDITIONS* Cement : Weather: Clear Fly ash: Ambient Temperature: 26 Wate,T: Hot Cnr' to Tcm . (ASTNI C 1064); 7 Coarse Agg. #I.- Not Provided Time Batched: 1 : a.m. Coarse Arg. #2: By Tires .P laced: I l -. 15 a. rn. Fine . # 1: Rcady Mix Co,% Air- Content (ASTM C 231 or 173): 3 Fine Agg. #2-- Slump (inches) C 14 41/4 Admix 91; Unit W elght (ASTM C 1 143.1 Admix Yield (ASTM C 138): Admix #3: Water added (gals): Water/Cement Ratio'. P- ..- I 1 1 U� ur cap -- neop-reiie pads used Linless otherwise -noted. Remarks-, Respectfully submitted, MA'I'ERIAT.S TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Or- in .l signed copy to chent- BYU Idaho : CTA Archl'tects, City of Rexburg, Jacobsen Construction, Walters Ready Mix 1230 North Skyline Drive, Ste. C, Idaho Falls, I D 8340 208 529-8242 Fax 208 529-6911 MATERLALSh'TE ING&INSPECTION ASTM C780 MORTAR CYLINDER COMPRESSIVE STRENGTH PAGE 1 FSE I i oto DATE APRIL 1, 2003 15967-69. DOC U Environmental Services D Geotechnical EngineerIng U Construction Materials Testing Q Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project: Benson Building PermitP.OX: Contractor: Jacobsen Inspector: Joel Grafi Bag Nfix or Onsite h Pre -Mix Mortar Specified I Type Lc f on* Line 1, Row C at levation-) to 81 MIX PROPORTIONS: Cement. Lime: Water; .San Admixture #I r Admixture + Supplier if bag mix) : Qui'ckcrete TEST PROPERTIES & CaNDYT'YON5. Spec Weather: .mix Ambient Temperature.` Mortar T m .ASTI 1064), Time Batched: Hot Fater Tinit Placed.- 1230 laced♦ Air Conttnt of Mortar (ASTIVI C 23 1): Slump (inches) (ASTM C 143): W,as Mix-retempered after batching (yes /no): Not provided Not provided TSS C-617 I's a sulfur cap -- t)eoprene pals used U111ess otherwise noted, REMARKS',' Sample was suspect upon examination� therefore this r "Lllt is not applicable-, Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan Icing pastern Idaho Manager Original i ed copy t client, U -Idaho CTS. Architects, 'City sof Rexburg, Jacobseti Construction 1230 North skyrine Drive, , Suite C., Idaho Falls, Idaho 83402 208 529-8242 Fax 208 529-69i 1 MATERIALS TESTING & INSPECTION GROUT PRISM COMPRESSIVE REvPAGE I� 1 isiou Dale STRENGTH FEST REPORT MARCH 7, zoos E:IREPC3RTS12003REPOFiTS1E.�p4Q1 BYU BEAlS4NLMASONRYIGROUT 15970-73.pOC ❑ Environmental Services IJ Geotechnical Engineering U Construction Materials Testing ❑ Special Inspections Val Christensen City of Rexburg P.O. Box 28D Rexburg, ID 83440 Project Benson BuHding Contractor: Jacobsen Supplier* Walters Mix I1) 1 Location: Lire 13, Row D at elevation 0 to 4" Permit / P.O. Inspector: Truck* f Yards Joel Gray 88 Ticket: 07719 MIX PROPORTIONS. TEST PROPERTIES ' & CONDITIGNS: enle'nt F Not Weather: lean - - 1 h: SpecifiedAmbient T raper ture: 38 Water: Temp. (ASTM '1064•x; 7 Coate Agg., #I-. i Time Batched: 11:14 a. ni, !Coarse Agg. . Mix Time Placed- 12:00 p.m. Fin . # I -: Company % Air, Content (ASTM C 23 1) Not provide Fine . # lump (inches) ]'M C 143). /2 Admix 1: Pcl.yheed 997 [knit Weigh TM C 138): Admix Yield I' 138): dnil 3: Water Added (gals):. Wat r nient patio: Specified Pt'(psi): 2000 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan Kang Eastern Idaho Manager riO n al signed cope t client: YU-I i CTA Ar hl't ct .. City of Rexburg, Jacobsen Coir truti ll .u.._S'.e:M._sib„�1��rt+'^F�'4'8u'u�•.�:•�...�.��=•.!'N�tlhiaLt',i11[ia:�•i'F;�i,ae•e��a=d.Ye .'3.'%:-:d=•t.-Li.s, �...� .. .. � .. 6 "�'"'�.sa•.v a.r� J '�S�Yk�S4"•FgI�iY®"'._ k;��r�.-q®kLf�Y7� 1 230 N. Skyline Oruro, Ste. C, Idaho Falls} 183402 �� _�_ 208 529-8242 Fax 208 529-6911 MATERIALS TESTING Er INSPECTION ❑ Environmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ASTM STD C1314/UBC STD 21-17 PAGE # 1 0F 1 REVISiQH DATE APRIL COMPRESSIVE STRENGTH OF 101 2003 MASONRY PRISMS Q Geotechnical Engin ri \\ TJ�EI_ F 'E .\FSEPG T \ 0 3REPOR B ev O N� ASON Y" U PFI Fj 16003- 07 -DOC 00 - 07_DO IJ Construction Materials Testing Project: Benson Building Contractor: Jacobsen Supplier: Walters 1VIrx 11): 516 Inspector: Joel Gray LOCATION: Line 131, Row F at elevation 8' to 12' Date Made: March 10, 2003 Type of CMU -P Smooth finish orange .TM or UBC Specs: UBC 1-1 Nomi'nal Size.: 8x4x16 Ambient Temperature: 39 Temperature of Grout: 7 7 Spec1 d CMU 1500 Grout re-. 2000 Mortar f1c: 1800 Time Grout .Batched: 8:53 axi, T I *me Grout Placed: 9A5 a.m. D Rnrkr-_i 1 1nQnnr-f;nn Temperature of Mortar. Not applicable late: If you have any questions concerning this report (CMUPrisms 16003-07.doe), please call onus at (208) 529-8242.. -111 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Manager Original signed ropy to client.-: YU- h CTA Architects', City of Rexburg, Jacobsen Construction 7446 W. L mhi St., Bolse ID 83709 208 E -Mail mti@mtFid_com vw. m V -id. co m MATERIALS TESTING & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATrz MARCH 17Y 2003 BF_NS0 \C0NCRETE\C0NC ETE I5" 99-0 .D.O 1:1 Environmental Sei-vices D Geotechnical Engineering �j Construction Materials Testing Q Special inspections Val Christensen City of Rexburg P.O. Box 280 Rexbtirg, ID 8-1440 Project N ame: BYU Benson Contractor: Jacobsen Construction Supplier. Walters Readv mix Mix I 1 LOCATION: : 'h stair from bottom; North en Permit +o. & Inspector*. Jaen Gray True #: 83 # Of Yards: 7 of ? slab on. erade Ticket : 07846 SIX PROPORTIONS: Y Cement ; d= y Weather: Cloudy Fly Ash: At bleTit Temperature: 43 Water: r . Concrete Temp. TM C 1064): 7 Coarse Agg. #1: Not Provided Time Batched: 12:53 p.m. ti By TI -me Placed: L10 P+rrif MATERIALS TESTING & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATrz MARCH 17Y 2003 BF_NS0 \C0NCRETE\C0NC ETE I5" 99-0 .D.O 1:1 Environmental Sei-vices D Geotechnical Engineering �j Construction Materials Testing Q Special inspections Val Christensen City of Rexburg P.O. Box 280 Rexbtirg, ID 8-1440 Project N ame: BYU Benson Contractor: Jacobsen Construction Supplier. Walters Readv mix Mix I 1 LOCATION: : 'h stair from bottom; North en Permit +o. & Inspector*. Jaen Gray True #: 83 # Of Yards: 7 of ? slab on. erade Ticket : 07846 SIX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement ; Weather: Cloudy Fly Ash: At bleTit Temperature: 43 Water: Hof Concrete Temp. TM C 1064): 7 Coarse Agg. #1: Not Provided Time Batched: 12:53 p.m. Carse Agg. a By TI -me Placed: L10 P+rrif Fine Agg. # 1: Ready Mix Co. % Air Cor -item (ASTM C 231 or -17 : 4.5 1- i zifig. t12: lump Ines (ASTM C 143): Admix 1. I%Don-chloride 534Unit Weight 'lym c 1 137.1 Adm f Yield T 138): Admix : Witer Add (gals): Water/Ce emitRatio: A�i' HVI a-617 is a sulftir cap -- n opr rie pads used unless Wher ise noted. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original signed copy to client: BYU Idaho CTA Architects, City of Rexburg, J on ru li*ori, Wailers Ready Mix 1 230 North Skyline Drive, Ste. C, Idaho FII, ID 83402 208 529-8242 Fax 208 529-6911 MATERIALS TESTING Er INSPECTION GROUT PRISM COMPRESSIVE REvPAGE # 1 i510ry DATE STRENGTH TEST REPORT APRIL 9, 2003 E'1REPORTS12003REPORT51E30041 BYU BEhSONWF,SONRY\GR{7iJT 16008-11 _DoC U Environmental Services Q t h n i f Engineering ❑ Construction Materials Testing l Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Contractor: Benson Building Jacobsen Supplier: Walters MI"I# 516 Location: Line 1, Row E at elevation " to 12' Permit P.O.: Iii tor: Truck. Joel Gray 5$ off~r 1/7- Ticket: 07832 MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement Not Weater Cloudy Fly Ash: Specified Ar ble:1nt Temperature: 39 Water: By Temp. (ASTM C 1064): Coarse .:# 1: Ready TimeBatched: 8-15-1 aAM Coarse Agg. #2: Mi X 'rime Placed-+ 9:15 .m. Fine Arg. #1; Company % Air Content (ASTM C 23 1)-. Fine Agg. + Slump ('Inches) (ASTNI C 143) : 1 Admix #1: Unit Weight (ASTIR. C 138): Admix #2-: Yield (ASTM C 138): Admix #3: WateFAdded (gals): 1 Wates`/Cement Ratio -,--Specified P,5, (psi): 2000 Remarks.- Respectfully enyark Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan ng Eastern Idaho Manager Original Agned cope to li nt: B -Id h ': GYA Architects, Citi* of Rexburg, , Jacobsen Construction R�®'i'S}Tllk�'i'.�'s}#. ^3fandC)ydl�e •: �.�iC+�'Y+ias'�v-'.�A"Yc;�nsa. 1230 I1, Skyline Drive.,t, Idaho Falls, I D X08 .-8242 Fax n 529-6911 MATERIALS TESTING b INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATE APRIL 15, 2003 E-�REPORTSQ''0 EPOFATS\E 0001 13YU BENSONONCRETE� N RETE 1 6034- 7. DC) IJ Environmental Services iliaConstruction Materials Testing j Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: BYU Benson Contractor: Jacobsen Construction Suppfier- Walters Readv mix L4CATI(3N: Slab on rade, Line B, Row 11.5 Pertnit /PDAV Inspector: Truck #-. OfYards: Joel Gray 62 'Wicket #: x7995 -IX PROPORTIONS: 'EST PROPERTIES & CONDITIONS: Cement: Weather: Cloud Fly h: Amblent Temperature: 3 1 `F'eater. HotConcrete Tcmp. C 1060. "F Coarse g, # 1; Not Provide. Time Batched: 8:14 a. m. Coarse Agg. : By Time Placed: 8-5 0 a.m. Fine Agg. 91: Ready Mix Co. % Air Contetit (ASTM C 231 or 173) - 6.0 Fine Agg, #2, Slump (inches) (ASTM C 1 diiii 1 + Nova e h Uitiit Weight (ASTM 138): 139.8 r n1Yield (ASTM 1 . dmi : Water Added (gals): 1 eater/ m. tat r I'M C-617 is a SUIfUr Cap -- neoprene. pads used unless othenvise noted. Remarks, Respectfully submitted, MATERIAi,S TESTING & INSPECTION INC. Reviewed by * Dan King Eastern Idaho Divisi()n Matiager Ori nal ire o copy to client; BYU Idaho + CTA Architects, Cit. of Rexburg, Jacobsen nstm tl'on, Walters Ready Mix 1230 North Skyline Drive, Ste. G, Idaho Fails, ID 83402 208 529-8.242 Fax 208 529-6911 ASTM STD C1314/UBC STD 21=17 PAGE # I of I REVISION BATE APRIL COMPRESSIVE STRENGTH OF 18, 2003 MASONRY PRISMS E:IREP0RTSU003REP0RTSlE30001 BYU BENSoNIMASONRY1CMiJ PRISMS 76060-62.DOC ❑ Environmental Services J GeotechnicaJ Engineering ❑ Construction Mater'ais Testing U Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, Tb 83440 Pro6 ject: Benson Building Contractor: Jacobsen Mix ID: 516 LOCATION: Elevator walls in existing Date Made: Type of CMU. Supplier: Walters Inspector; Joel Gray building at elevation 0' to I2' March 19, 2003 Smooth natural color ASTM or UBS Specs: UBC 21-17 Nominal Size; Ambient Temp ru r., Temperature f Grout:70 8x8x 16 40 Specified CMU r 1500 Grout 177: Mortar f c: Time Grout Batched; Time Grout Placed: I k .11011 2000 1800 12:00�. 1:20 p. rtur of Mortar: 52 Note: If you have any questions concerning this report (CMUPrisms 16060-62.doe), please call on us at (208) 529-8242. Respectfully submitted, MATERIALS TESTING a INSPECTION INC. Reviewed by: Dan King Eastern Idaho Allanagrer Original signed copy to client: BYU-Idaho : CTS. Architects, City ofRexburg, Jacobsen Constructioll 7446 W. Le mh i St., Boise ID 83709 208 376-4748 Fax 208 32'2-6515 E -Mail mti@mtl-ld.com _mtf-id. om MATERIALS TESTING & NA INSPECTION GROUT PRISM COMPRESSIVE PAGE # 1 REVISION DATE STRENGTH TEST REPORT APRIL 18, 2003 E; lFiEppRTS12 CkQ3 REPt3RTS1E3 UQ0'I BYiJ BENSONWAS(}NRYIGRQLIT 16038-4l.00c Q_ Environmental Services 0 Geotechnical Engineering ❑ Corstruction Materials Testing Ll Special I i ons Val Christensen City of Rexburg P.O. Box 280 Rexburg,, ID 83440 Project * Benson Building Contractor: Jacobsen Supplier: Walters 07832 516 Permit / P.O.: Inspector: Tri.: Joel Grafi 47 58 # of Yards 2V2 of 2V2 L ►tion: Elevator walls ire existing bufldi'ng at lev ti"n Oj to 1 08079 SIX PROPORTIONS. ST PROPERTIES & CONDITIONS Cement : Not Weather-, Partly cloudy Fly h: Specified Ambient Temperature: 40 Water: Temp. (ASTM C 1064): 7 Coarse . #1: Redi Time Batched: 12:00 .m. Coarse. . F #2-. MIX Time Placed- 12:20 p,m. Fire .e gg. #I nipany % Air Content (.ASTM C 23 1) - Fine Agg. Q: Slump (inches) TM C 1. l Adnii #I q- Pol h 997 Unit Weight AST 138): Admix #2: Yield (ASTIM C 1 . Admix #3.' Water Added (gals): Ater/ meat : . fio. Specified 200 Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Din King Eastern Idaho :Manager Original signed copy to client -.B -Idaho CTA Architects, City of Rexburigg, Jacobsen ConstrUction 1230 Nr Skyline Drive, Ste. C,. Idaho Falls, ID 83402 208 529-8242 Fax 208 52 . 9-6911 MATERLALS TESTING fs INSPECTION ASTM C780 MORTAR CYLINDER COMPRESSIVE STRENGTH PEI EV;S-10N DATE AML 18, 2003 16063- .Do Q Environmental Services Q Geotechnical E ineerin Ll Construction at rl lTesting ,pedal Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project: Benson Building Permit I P.O.Q. Contractor: Jac )sera Ire Bag Mix or Onsite Batch: Supplier (if bag mix): Specifled Mix Type S Location: l t r walls in existing building at elevation ' to 12' ' Joel Gray Quikcrete MIX P - '.I S: BEST PROPERTIES & CONDITIONS: Cement: Quikrete Weather: Partly cloud Lime: Aniblent Teniperature: 39 Water- Mortar Temp. (ASTM C 1064): 52 'Sand: Time Batched-. 1-0:00 a.m. Admixture # l: Time Placed.- 1 N- 15 a.m. Admixture Air Content of Mortar (ASTM C 23 1)-, Slump (laches) (ASTM C 143) : Was nii x re te mp Bred after b ate h I n g (yes /nQ): A I M k�,-o I � is a sullur cap -- iicopreii e pads used unless otherwi se noted. REMARKS: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Manager Original signed c-opy to client: -Idem. : TA Architects, City of Rexburg, Jacobsen Co.nstruction 1230 North Skyline DrIve, Suite , Idaho Falls, Idaho 8340 "208-'-'529-8242 Fax 20 .8 529-6911 ' MATERIALS TESTING Er INSPECTION ASTM C39 CONCRETE CYLINDER Pace # 1 REVISION DATE COMPRESSIVE STRENGTH APRIL 18, zoos E:IREP0FiT'S12fl03REA0R"iS1E30(}01 BYU BENSOiUjCflNCRETE�CQNCRETE "I6066-69.UOC IJ Environmental Services Geotechnical Engineering U Construction Materials Testing Q Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: BYU Benson Contractor, Jacobsen Construction Supplier: Walters Ready mix Mix I: 513 LOCATION: Slab on arade.. Line 1., Row H Permit }.* Inspector: Truck #:82 Joel Gray # Of Yards: 10 of 27'/z Wicket #: 08088 SIX PROPORTIONS: TEST PROPERTIES & CONDITIONS: NS: Cement : Weather: Partly cloudy Ply A sit: A mb lent Te m pr .tur : 36 Water: Hot CQticrete Temp. (ASTM C 1064): 7 Coarse Agg. 1: Not Provided Time t h d: 7:47 a.m. Coarse Agg. . By Time Placed. 8:15 a.m. Fin + #L Reader Nfix Co. % Air Coiitent (ASTM C 231 or -17 , Fine Agg#2: Slump (inches) (ASTM C 143): 4 .dna fl: Nbvaniesh Unk Weight TM C 1 1 Admix : 1/2% -5 Yield TM C 13 8). Admix : 'mater Added (gals): Water/Cement Matic, I M �- r /is .a suitur cap -- neoprene pads used, unless otherwise noted. Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan Ding Eastern Idaho DivisMil Manager Original signed copy to client: BYU Idaho : CTA Architects,, City of Rexburg, Jacobsen n tru ti Walters Read y MIX . .e :JCA.' ..aye..;°. ivilviba..._wF+., +v#•r:ii.-S :3. .. 1230 North Skyline Drive, Ste, C, Idaho Falls, ID 83402 208 529-8242 Fax MATERIALS TESTING Fr INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATE AFH 28, 200 E-�REPORT:s 003REPORT XE 0001 SYU BEN O WCON C R ETE\ O RETE 16070-7 . c oc Environmental Serv'[ces Q Geotechnical Eng ineerin ❑ Construction Materials l Testing Special Val Christensen City of Rexburg P.O. Boy, 2S0 Rexburg, ID 23440 Project N nie: BYU Beason Contractor* Jacobsen Constructio H, uhl r: Walters Ready min; Mi I Permit mit / P.OA Inspector: 'ruck #:88 Joel Gray Of Yards: 18 0# 45 "T k t #;15)3 L0 C ATI O -D Slab Oil grade, Li 9. 7, Row I MLX PROPORTIONS: TEST PROPERTIES & CONDITIONS." Cement : Weather: Partly cloudy F1 Ash: m b 1 ent Te mp erature Water: Int Concrete T nip. (ASTM, C 1064): 7 Coarse Agg. #1: Not Provided Time Batched. .-ci. . Carse By Time Placed. 8.45 a.m. Fig] . #1. Ready Mix Co, % Air Content (ASTM C 231 or C-173): 3.9 i iie Agg. ## : Slump (inches) (ASTM C 143) - 4 Admix 1. Novainesh Unit Weight (AST_N14 C 134, 144.0 Ad -mix #2-. Yield (ASTM C 1 .admix : Water Added (gels): Water/Cement patio: T -C-617 is a sul fir cap neoprene pads used unless offieny e noted. Remarks Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Ilan King Eastem Idaho Division Manager ri 1 l*n d copy to client: BYU Idaho CTA Architects, City of Rexburg, Jacobsen Construction, Walters Ready Mix R..—. �'lrro. rear.: t�'Yr-�,.s�+ssaS•�-+i�4 �-aa._ —_.. ..,.a]t.F _ -... SEM._ a ', � �L�" •.tel+. Y,: ".. 1230 North Skyline [give, Ste. C, Idaho Falls, I 83402 208 529-8242 Fax - MATERtALS GROUT PRISM COMPRESSIVE REvPANED#TI TESTING& STRENGTH TEST REPORTAPRIL 1,X003 INSPE'\REPORTs\2003REPORTS1E30001 C�I�� BYU c BEN50N1MASRNRYIGROUT 76094-97.DOC Environmental Services U Geotechnical Engi ri -J Construction Materi-als Testing ii ons Val Christensen City of Rexburg P.O. fox 280 Rexburg, ID 83444 Project Benson Building Contractor. Jacobsen Supplier: Walters 07832 SIb .location,: Pesticide Room ill Permit / P.010 Inspector* Truck. Joel Gray dl # of Y a r a- s - i % of l 3/Z Ticket#: 08225 MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement: Not Weatlier Partly cloudy Fl h- Specified Ambient Temperature: 4 . Water: Temp.(ASTM 1064): 69 Coarse #1: Redi Time Batched: 3A 7 p.m, Coarse : mix Time placed: 3:3 8 p.yn L-1ti f3 Company % IJ. Content (ASTM 23 1): Fine ► , . lump i ii , (ASTM C 143): 1 Admix 1: Polyheed 997 Unit Weight Tl' 138): Admix Yield (A STM C 138). Admix 'qtr Added (gals). 1 Water/Cement Ratio'. if i V (psi): 2000 Remarks, Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Rev' ewed by: Dan King Easters Idaho Manager Original signed cope to client: -Idah CTS. Arc h 1 tt , Cit o C RexbUr , Ja obsen Co nstru ction art-��:..r�si...:J•,..��.,.:... ...: ...... ..��r7�=� e..:rt�,-t�.. w... _. ,. 1230 N. Skyline Drive, Ste. C, Idaho Falls, I D 83402 208 529-8242 Fax MATERIALS TESTING FS INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # I REVISION DATE APRIL 23, 2003 E.�REEORT � 03REE RT �kE 001 Bi u BENSOW ONCRETE\CONCRETE '1-6098-01.DC) Ll Environmental Services LJ Geotechnical Engineering U Construction Materials Testing D Special Inspections Val Christensen City of Rexburg P.O. Boy, 2 Rexburg" ID�83440 Project m U Benswi Contractor: Jacobsen Construction Supplier: Walters Ready mix Mix ID; 513 O CATIOX: Fo6ting line 1.5, . ' hermit P.0Aq Inspector. Joel Cvray Truck #: 87 #Of Yards: I f of 44 Ticket #: 08241 MIX PROPORTIONS: FEST PROPERTIES& CONDITIONS. Cement iWeather: Partly cloud F1 Ash* Ambient T m r tw 41 Water: Hot Concrete Temp. (ASTM C 1064).- 71 Coarse , #I: Not Provided TimeBatched-, 9:53 a.m. oarse Agg. #2: By Time Placed: 10;28 a. m= Fiji1 d � % Air Content (ASTM C 23 I. or -17 t Fitic Agg+ #2: Slump (inches) (ASTM C 1 2 A d r ni 1: - Unit Weight (ASTM C 1 141. Admix Yield (ASTM C 138): Admix : '"mater Added (gals); 20 Water/Cement Ratio: o , tvi 1 f Is a sLt I. i u - cap -- iieopr ric pads used utiles otherwise noted} Remarks: Respectfullysubmitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original signed copy to client: BYU Idaho C . CTA Architects, City of Rexburg, Jacobsen Construction, Walt r Ready Mix 1230 North Skyline Drive, Ste. C, Idaho Fails, ID 83402 208 529-8242 Fax 208 529- 911- MATERIALS TESTING Fr INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH 'AGE # 1 REVisioN DATE APRIL 30, 2003 .E:�RE P RT S 00 REPO RT IE 000 11 BYU BENS O N\C ONG R ETE\rDN CRETE 1 1 0- . D IJ Environmental Services J Geotechnical Engineering Q Construction Materials Testing Q Special Iris ion Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project lm; BYU Benson Contractor: Jacobsen Construction Supplier: Walters Readynix Mix ID: 513 LOCATION*. Foundation w li, Line I, Row D Permit / P*.6 Inspector9 : Truck. #: Joel moray 84 # OF Yards: 1 I of 66 Ticket #-.6P 08320 SIX PROPORTIONS: TEST PROPERTIES Cement : Wea b r+ Partly cloud Fl h: Ambient Temperature— 47 Water. Hot Concrete Temp. (ASTM C 1064): 7 Coarse Agg. #1: Not Provided Time B .tcbed; 12:45 p. m. Coarse Ag.g. #2: By Time Placed: 1:30 p.m, Fine Agg, #I - Ready Mix Co. % Air Content (ASTM C 231 or -173): Fine Agg. 92 Slump (inches) TM C 14 : 4 Admix #1: Unit Weight (ASTM C l 136.9 Admix Yield, l dzn.i : eater Added gals): ate r nien Ratio: 1 rv1 -o 1 f 15 a uirur cap -- Neoprene pacts used finless otherwise noted. Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Di"vision Manager Original mg.ned copy to icll'ent: BYU Idaho CTA Architects, City of Rexburg, Jacobsen Construction, Walters Ready Mix 1230 North th l*in Drive, Ste , Idaho Falls, ID 83402 208 529-8242 Fax 208 529-6911 MATERIALS TESTING Er INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH 'AGE # 1 REVISION DATE APRIL 309 2003 E-�F?EPORT � C)0 REPORT ' E30001 S U D Environmental Services Ll Geatechnical Eng ineering C1 Construction Materials Testing Special Inspections Val Christensen City of Rexburg P.O. Box 280. Rexburg, ID 83440 Project Name* BYU' Benson Contractor: Jacobsen Construction Su hr: Walters Ready mi Mix ID: 513 LOCATION: Foundation i ll, Line 17, Boer Permit / P.O.: Inspector: Joel Gree Truck. OfYards: 44of 66 First Lift Ticket # 08329 IIXORTI NS: TEST PROPERTIES & CONDITIONS: Cement: th eT: Partly cto Fly Ash: Ambient Temperature- 4 Water: .dot Concrete Temp. (ASTM C 1.064): 74 Coarse Agg. 1: Not Provided Time Batched- 2:0,8 p,m. Coarse Troia Placed- 2:20 pni. Fine Agg. l: Ready Mix Co. % Air Content (ASTM C 231 or G1 73): 5.5 Fine Agg. : Slump (inches) T 143) 4 Admix #I.- Un It. We ig lit T.M C 1 1373 nux : Yield TIS C 138): nil : eater Added (gals):. Water/Cement Ratio: I N1 k-_ -O I / is a . W to r cap -- iieoprene padsused unless otherwise not -ed, I t10 =I- 16" Respectfu-1 11 lly submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Easters Idaho Division Manager Original signed copy to eli: BYU Idaho ,CTA Architects, City of Rexburg, J ob e Constructioii, Walters..Ready Mix 1230 North Skyline Drive, Ste. C, Idaho Falls, ID 83402 208 529-8242 Fax 208 529-6 MATERIALS TESTING & INSPECTION Environmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg'.. ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH Geotechnical Engin rin Project N : BYU Benson Contractor: Jacobsen Construetion Supplier: Walters Reade mi Mix I# 513 LOCATION4., Slab on grade, Line 11, Row D.8 FSE # 1 REVISION DATE PIT 30, 2003 BEN ONI ON RETE1 O RETE 1 61 - ,00 Q Construction Materials Testing Permit .OA Inspector: Joel Gray Truk #: 88 Of Yards: 55 of 67Y2 LJ SDecial 1i1 nP_fin Ticket : 08371 TIS PROPORTIONS.TEST PROPERTIES & CONDITIONS. mezit : Weather: Clear Fly h.- Ambient Temperature: 4 Water: Hot Concrete Temp, (ASTM C 1064): 69 Coarse Agg. # 1: Not .provided Time Batched: 11:25 a.m. Coarse Agg. #2- By Time Placed+ N .-40 a.m. Fine Agg. 1: Ready Mix Co, % A l r Content (A STM C 231 or G 1 t ,Fire Aggb : Slump (Inches) (ASTM C 143) : 2 Admix #1: Novamesh Unit Weight TM C 138): 142.2 Admix #2: 12% -534 Yield TIS C 138)+ Admix Water Added (gals)', Water/Cement Ratio. Az) 1 1' 1 U-01 i is a sultur cap -- neoprene pads used uri1cs otherwise noted:. 1mrl: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: .n King Eastern IdahoDivision Manager Original signed copy to client: BYU Idaho : CTA Arcliitects, City of Rexburg, Jacobsen Construction, Walters Ready Mix 1230 North Skyline Drive, Ste, C, Idaho Falls, ID 83402 2085-8242 Fax 208 529-6911 MAT ERIALS TESTING Fr INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # I EVtS 1QN DATE APRIL 30,, 2003 EOR B CENj' i ,aEy SPI i 9 00 RrzPLTA RT �F-3 �l+�) 1 p'8 1 u ❑ Environmental Services U Geotechnical Eng�lneering U Construction Materials Testing U Special Inspections Val Christensen City of Rexburg P.Q. Box 280 Rexburg, ID 83,440 Project e: Contractor;- S np ri r,, Mie ID.- BYU Jacobsen Construction Walters Ready mix 513. LOCATION-. Slab on grade, eine 1 * , Row C Permit / P.OA Inspector: Joel Gray Truck#,* 88 Of Yards. of67% Ticket * 08357 MIX TTI . S : Remarks: TES { 1 -1 . PROPERTIES & CONDITIONS: Cement Weather: Clear Fly h: Ambient Temperature. 3 70F Water: Hot Concrete Temp. (ASTM C 1064 ; 70 Coarse Agg. #1: Not Provided Time Bitched: 8:52 a.m. Coarse Agg. #2-. By Time Placed: 10:1 S a.m, Fine Agg. 4 11 Ready Mie Co. % Air Content 1 or -1 . Hue. Agg. ## :l nip Inch (ASTIR C 143): 4 Admix # 1: Novamcsh Unit Weight Til C 13 141.8 Admix #2:V,111(3 NC -534 ``dieI (ASTIR C 1 Admix � eater Added(gals): Water/Cement Ratio- atio A3 I M U -0I /is a supsur cap -- neoprene pads used unless otherwise rioted. Remarksr Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original inal signed copy to client: B MJ Idaho CC.1- CTA Architects i fRexburg, Jacobsen ontri ti n. Walters Ready Mix 1230 North Skyline Drive, Ste: C. Idaho Falls, I 83402 208 529-8242 Fax 208 529-6911 MATERIALS TESTING �r INSPECTION 0 Environmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH 13 Geotechnical Engineering Project Name; BYU Benson Contractor: Jacobsen Construction Supplier.- It r Reader mix Mix IIS+ 513 Location: Slab on orate., Lig: . 1 , Row . I PAGE # 1 REVISION DATE MAY 7, 2003 Ea\ EPORTSQ003BFPORTS\F-30001 B U Construction Materials Testing Permit /P.OA Inspector* Joel Gray Truck ##: 88 ## Of Yards.- 7V2of 71/2 D S n ninI I n4cznPrflnn<z ,.' ,— — —. -- -- - - r— --...+W'7 IV 'I"it - 0850*,5 MIX PROPORTIONSO - TEST PROPERTIES & CONDITIONS: enlent : .tier: Cloud Fly h Ambient Temperature: 47 Waten Hot Concrete Temp. (ASTM C 1064)- 7 Coarse Agg. # 1 Not Provider Time Batched: i '-04 a.m. Coarse . - By Time Placed- 1030 a.m. Fine Agg. ##I . Ready Mix Co. % Air Content (ASTM C 23 1 or -17 3. Fine lura (inches) rr 1 ' : a z Admix ##1: 1% -534 Unit Weight TM C 1 ): 141.1 Admix : Novain sh Yield ► TM C 1 Admix Water Added a[s): Water/Cement Ratio: �Lj 1 tv., x ---v 1 1 IN a bu11L,r cup -- neoprene paus usecl unless otherotherw ise noted. Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed Dan King Eastern Idaho Division Manager Original signed copy to client: BYU Idaho : CTS. Architects, Citi of Rexburg, Jo Yin tru t"onWalters Ready Mi . --.'1 - ��"� ��:Y.-DC7&3i':§tiiCa.a,rotF_i�Y:isil.iY�.a �,iYiBf 1230 Nora Skyline, Drive:, Ste. , Idaho Falls, 1 8340 529-8242 Fax 208 529-6911 MATERIALS TESTING F: INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE #1 REVISION DATE MAY 71 2003 E:REP RT 200 EPORT \E Q 001 SYU BFNSO ,�I1 CONCRETE\CONCRETE 16181-84,00-C U Environmental Services U Geotechnical Engineering U ConstructionMaterials -i -Testing LJ Special .Inspections Val Christensen City of Rexburg P.Q. Box 284 Rexburg; ID 83440 ProjeetName,w IRYU Beeson Contractor: Jacobsen Construction Supplier: lter Ready remix Mix ID: 1 Location: Footing, g, Dine 15, Row Permit .OA Inspector: Joel Grafi Truck #: SS # Of Yards: 6 of G Ticket #: 08636 MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement Wcatfier; Cloudv Fly Ash-, Ambient Temperature: 40OF Fater: Concrete Temp, (ASTM C 1064)1 68OF Coarse A gg. #1. blot Provided Time tied: 2:06 p.ni. Coarse Agg. 42. By Time Placed. 3:00 p,m. Fine Agg, 4 l : Rcadv Mix Co. Oo Air- Content ►Tib C 231 or --1 .1 Fine Agg. #2- Slump (inches) ASTM C 14 : 33/4 Admix #I: Unit Weight TM C 138): 137,1 Admix ##: Yield .Tl C 138). Admix o Water de (gals): Water/Cement Ratio; PkO t IVI k, -V , I IS U �U] I Ur cap neoprene pans used unless otherwise doted, Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastem Idaho Division Manager Original signed copy to client.- BYU Idaho CTA Architects, City of Rexburg, Jacobsen Construction, Walters Ready Mix 1 230 North Skyline Drive, Ste. 0, Idaho FII, ID 83402 208 529.8242 Fax 208 529-6911 MATERIALS TE STING fr INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE 1 EVJ S ION DATE MAY 7, 2003 E',\ EPORT Q00 REPO RTS�E3 0001 BYU SEN OWCONCRETEkCO CRETE 161-85T 8,,E)aC; ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing D SpecialInspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: BYU Benson Contractor: Jacobsen Construction Suppheno Walters Ready mi Mix I 1 Location , Foundation wall, Line 15, Row Permit P.O.#: hr.tr* Truck Joel Gray 85 # Of Yards: 10 of 13V2 Tl #f 08670 MIX PROPORTIONS. TEST PROPERTIES & CONDITIONS. Cement : Weather: Partly cloudy Fly Ash: Ambient Temperature: F r Water: Concrete "Temp. Ti C 1064): ° F Coarse. # 1: Not Provided Timad: 12:47 p.m. Coarse f By Time PLL d: 1: 15 p. Fiji . -81: Ready Mix Co. % Air Coment (ASTM C 231 or -1 . Fine Agg. #2: Sluiup (Inches) C 1 3-1/4 Admin #I-. Uniteight (ASTM 138): 140.0 Admix #: Yield (.ASTM C 138): Admix #3-, Water Added (gals); Water/Cement Pati i iv, / is a Lsuiiur cats -- neoprene pacjs used unless otherwise noted. ni x - Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed Dan Kleng Eastem Idaho DManager Original signed copy to client: NYU Tduho CC: CTA Architects � 't Rexburg, Jacobsen Coiistructloil, Walttrs Ready Mix 1230 North Skyline Drina, Ste., I aho Falls , I D 834 203 529-8242 Fax 208 X911 .'` MATERIALS TeSTING & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISWN DATE MAY 71 2003 E:�REPDRT 1 'C)0 ,EPO T \E 0001 B u B E NSOWC O NC RF-TE� iV C ETE 16190-93.00C U Environmental Servi'ces Q Geotechnical Engineering U Construction Materials Testing Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: BYBenson Contractor- Jacobsen Construction Supplier: It r Ready mix Mix 1513 .location: Slab on grade, Line 16.8, Row A.5 Permit / P.O.#: Inspector: Joel Gray Truck Of Yards: 11 of 441/2 Ticket * 08713 MIX PROPORTIONS, TEST PROPERTIES Cement: Weather`. Partly lou Fly Ash. Ambient Tcmperaturell 40"F 'mater; Hot Concrete Temp. (ASTM C 1064).1 75"F Coarse #1: Not ProvidedTime at h d: 10. 1 a+ � Coarse. Agg. #2: By Time Placed: 10:50 a_m_ Fin . #I : Reader Mix Co. % Air Content (ASTM 1 or -1 : 6,0 Fine Agg. #2: Shimp (inches) ASTM C 1 Admix #I: N vanie h Unit Weight (ASTM C 1 139.6 dnii !/2% NC -534 Yield (ASTM 138): Admix #3 . Water Added (,gals)-. Water/Cement natio; 1 i i u- 1 / sulIur ea -- neoprene pad used unIc-ss other��'� noted, Remarks. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original signed copy to client.- BYU Idaho CTA Architects, City of Rexburg, Jac o Comtruction, Walters Ready Mix 1230 North Skyline Drive, Ste. C, Idaho Falls, I D 83402 208 529-8242F 208 529-6911 MATERIALS TESTING & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # 1 REVISION DATE MAY 13, 2003 E-' REPQ RT \ 00 EFO RTS\E3000 1 BYLJ BEN SOOCO C R TE\CONCRETE 1 6235- 8. Do Environmental Services IJ Geotechnical Engineering U Construction Materials Testing J Special I esti Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Benson Contractor: Jacobsen Construction Supplier: Walters Reade mix Mj I: 513 Location: Slab on _gpde,, Line 10.8, Row Permit . * # Inspector. Truck #82 Joel Grav # Of Yards: 11 of G311a Ti.t : 08960 MIX PROPORTIONS: TEST PT & CONDITIONS: einent Weather: Clear Fly Ash: Ambient Temperature: "F 'latera Hot Concrete Temp{ (ASTM C 1064): 77"-F Coarse Agg. #I: Not Provided Thee Batched: 7: ..m. Coarse Agg. #2: By Time Place : 15 a. m. Fiiiie Agg. #1: Ready Mix Co. % l"r Content (ASTM C 231 or -17 : 4-0 Fire Agg., : Slump (inches) ( C l 4, Admix #1: Novamesh Unit t*fit STM C 138}: 1 1.4 pcf Adnii : Yield (ASTM C 1 Admixff.1. Water Added (gals): Water/Cenient Ratio: ivl L, -o I / is a sulTur cap -r neoprene pads used unless ttici- wise noted, Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastem Idaho Division Manager rl iji l signed copy to efient.- BYE Idaho CTA Architects, City of Rexburg, Jacobsen Construcfion, Walters Ready Mix 1 230 North Skyline Dave, Ste. C, Idaho Falls, ICS 85402 208529-8 Fax 208 529-6911 MATERIALS TESTING & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAG I REVISION DATE MAY 15, 2003 E*� EPORT Q003REPC RT �E 0001 BYU BENSO N�NCRETE\CONCRETE 16239 -42, -DOC �J Environmental Services Q Geotechnical- - Engineering LJ.- Construction Materials Testing � Special �r��i Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 33440 Project am F Benson Contractor: Jacobsen Construction Supplier: Waiters Ready mix Mix ID: 513 Location: i n grade, Dine 7.9, Row E.7 MIX PROPORTIONS Cement Fly Ash- Water: sti:Wt r: Coarse Agg. l Coarse Agg. Fire Agg. 4 1: Fine . #2, Admix #I : Admix Admix : WaterYCeme'nt Ratio: Hot Not Provided By Ready Mix Co. Novainesh Permit .OA Inspector: Joel Gray Tru Ticket #lob 08981 Of Yards: 55 of63V2 TEST PROPERTIES & CONDITIONS. Weather: Ambient Temperature: Co'nerete Temp. TM C 1064): Time itched; Time Placed: % Air Content STM C 2 3 1 r -17 3 Slump jnehe (ASTN4 C 143) Unit Weight TM C 138); Yield T 138) - Water Added 1: Clear 4T 77"F 9:38 a.m. 10:01 .m. 4.0 4 1 '1. p f O r M -o 1 2 IS a SUITUr Ccs -- ncoprene pads used Winless otherwise noted, Remarks-, Concrete did not achieve the project compressive strenth requirements, it does meet the' requirements of the Intemational Buildhig Code I.B.C. Section 1905.6-3.3 Acceptance of Results. previous cm r iv tr th tests items I and 2 of the aforemenfloned statement have been n -i tf Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division, Manager Original incl signed copy to client: BYU Idaho : CTA Architects, City of Rexburg, Jacobsen on tru tl'n, Walters Ready Mix 1230 North Skyline Drive, Ste. C, Idaho Falls, I 83402 208 529-8242 Fax 208 529-6911 Based on MATERIALS 6 TESTING fr INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE 1 Ravi ] ION DATE JUNE 14, 2003 E:\REP0RTsQ003.REF0RTS\E30001 RYU BEN ON� ON RETE O CRETE 16255- 8.Do U Environmental Services L) Geotechnical Engineering Ll Construction materials Testing El Special Inspections Val Christenscn City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: BYU Benson Contractor: Jacobsen Construction Supplier. Walters. � y . Mix ID: 513 Location: Slab on grade, Line 6.6, Row F MIY PROPORTIONS: Cement Fly Ash.- Water: sti.Water: Coarse Agg. #1: Coarse Am. : Fine Ag& #1: Fine Agg. # Admix #1: Admix P12 - Admix #3- Water/Cement : W ter ement Ratio: Hot Not Provide B Tend' IleiCo. Inspector-. Joel Gray Truck #: 012 # Of Yards -.9 1OV2 of 59 T*c ket - : 09'59 TEST PROPERTIES & CONDITIONS: Weathff-, Ambient Temperature: Concrete Temp. . T 'I C 1064). Time Batched: Time 'laced: % Air Content (ASTM C 231 or C-473): Slump (inches) TI` 143): Unit Weight TM C 138): Yield .Tl C 138): Water add (gals).-- Clear 40"F 750F 7:29 a.nt : 10 a.ni. . 5 141.4 Cast [ate: Apr 11, 03 SpecKied f' (psi); 4000 of Cylinders: 4 Cylinder Cora. Cylinder Test Test Failure Compressive C^1 7 Fracture ID Dia. Height Factor Area Age Date Load Strength Cap Type 16255 6 12 1.00 28.27 7 Apr 18, 03 711090 1 Shear 16256 6 12 1.00 113,520 4010 Cone/Shear PASS 16257 6 12 1.0 � 03 1107620 3910 Cone/Shear WARN 16258 6 12 1.00 28,27 56 Jury 6, 03 117,330 4150 Cone/Split PASS T C-617 is a sulfur cava __ neoprene pads used unless t.henvi' noted. Re mar Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan ming Eastern Idaho Division Manager Original signed copyto client: BYU Idaho CTA Architects, City of Rexburg, Jacobsen Constructlon, Walters Reade Mix 1230 North Skyline [Drive, Ste. C,Idaho Falls, ID 83402 2088242 Fax 208 11 MATERIALS 11 TESTING Fi INSPECTION ASTM C39 CONCRETE CYLINDER PAGE #' Rr;visioN Dare COMPRESSIVE STRENGTH MAY 131 2o03 E:1REPPRTS12003REPi]R751E30001 BYLJ BEN SONICONCRETE1GdNGRETE 16259-62.09G Environmental Services L) Geotechnical Engineering Q Construction Materials Testing U Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: BYU Benson Contractor* Jacobsen Construction Supplier: Walters Ready mix Mix ID -s. 513 Location-, Slab n rade, Line 1 * , Permit I .** inspector: Jori Gray Truck #: 51 # Of Yards.* 54 of 59 Ticket #: 09090 IX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement . Weather. Clear Fl h: -617 Ambient T neper ature: 48T Water: a. f Y�fMMA 78T Coarse Agg..41 : Not Provided MATERIALS 11 TESTING Fi INSPECTION ASTM C39 CONCRETE CYLINDER PAGE #' Rr;visioN Dare COMPRESSIVE STRENGTH MAY 131 2o03 E:1REPPRTS12003REPi]R751E30001 BYLJ BEN SONICONCRETE1GdNGRETE 16259-62.09G Environmental Services L) Geotechnical Engineering Q Construction Materials Testing U Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project Name: BYU Benson Contractor* Jacobsen Construction Supplier: Walters Ready mix Mix ID -s. 513 Location-, Slab n rade, Line 1 * , Permit I .** inspector: Jori Gray Truck #: 51 # Of Yards.* 54 of 59 Ticket #: 09090 IX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement . Weather. Clear Fl h: -617 Ambient T neper ature: 48T Water: Hot Concrete Ternp. Tri C 1064). 78T Coarse Agg..41 : Not Provided Time Batched: 10948 a.m. Coarse Agg. #2: By Time Placed: I I -.-IS a.m. Fire Agg. 1: Ready I i o. % Air nett (ASTM C 231 or C -173): Apr 18, 03 Fine Agg. #2: 2830 Slump (inches) (ASTM C t43) 4 Admix #I : Nova mesh Unit Weight ( T 138): 141.4 Admix Yield (ASTNI C 138)-., 1225740 Admix Water Added (gals)- 1 :eater+/ PASS ' nNatio: Water/Cement 12 1.00 28.27 Cast Date: Apr 11, pK id f'c (psi)-. 4000 ## f Cylinders: ''li linder Failure Corn press iv -617 Fracture ID Dian. Height Factor Area Age Date Load Strength Cap Type 16259 6 12 1.00 . 7 7 Apr 18, 03 79,880 2830 Shear 16260 6 12 1.00 28.27 1225740 4340 Shear PASS 16261 6 12 1.00 28.27 28 Nby 9, 03 1289670 4550 ConeiShear PASS 16262 6 12 1 M 28.27 28 x, 03 1315950 4 Cone/Shear PASS i a { STM C-617 is a sulfur cap -- neoprene pads used unless otherwise noted. Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original signed copy to client: BYU Idaho : CTA Architects, City of Rexburg, Jacobsen, Construction} Walters Ready MI 1230 North SkylineGreve, Ste. C, Idaho Fall , ID 834-02 208 529-8242 Fax 208 529-691 MATERIALS TESTING Er INSPECTION ASTM C39 CONCRETE CYLINDER PAGE # 1 iZEV1SION DATE COMPRESSIVE STRENGTH MAY 15, zags E:IREPORTSi2003REPORTSIE30001 BYU BENSDN%C4NCRETEiCONCFiETE 1630-43.obc Ci Environmental Services Ll Geotechnical Engineering ❑ Construction Materials Testing J Special inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project rye: BYU Benson Contractor: Jacobsen Construction Permit ! P.O.#: Supplier.- Falters Ready Mix Mix IIS: 513 Location.- Outbuildin2 south Of Droiect. All footin Inspector: Cris McMurtrey Truck #: 81 # 4f Yards: 10 0# 10 so Ticket #: 09200 MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS. Cement: Weather: overcast Fly Ash- Spe c if led f' p i t Amblent Temperature: 45"F Water: Hot Cmicrete Temp. (ASTM C 1064): 69T Coarse Agg. # 1: Not Provided Time Batched: 3 p.m. Coarse Agg: : By Time Placed: 335 p.m. Fi n A 1: Reader Mix o, % A it Content (ASTM C 231 r 'mss' 173): . Fine Agg. #2, ID Dam. S,kimp (inches) T1 14 3) Factor Admix # 1: Age [knit Weight (AST M C i : 141.0 Ad inn x # : I % NTC -534 Yield T 138)., 12 dnii .: 28.27 Water Added ls)- , Apr 21, 03 Water/ merit patio: 4730 Core/Shear 16341 6 Cast Date: Apr 14,03 Spe c if led f' p i t 400 f Cylind r Cylinder Corr. Cyli,nder Test Test Failure Compre i C-617 Fracture ID Dam. Height Factor Area Age Date Load Strength Cap Type 16340 6 12 1.00 28.27 7 Apr 21, 03 1.33,680 4730 Core/Shear 16341 6 12 1.00 28.27 28 Nby 1, 03 168,640 5960 Cone/Split PASS 16342 6 12 1.00 28.27 28 lVby 1 } .03 1657310 5850 Core/Split PASS 16343 1 1.0028.27 28 Nb127 1661,300 8 Cone/Split PASS ASTM C-617 is a sulfur cap -- neopretie padS Used unless otherwise noted. Remarks: Set 2 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager rhinal l rxed copy t -o client: SYU Idaho : CTA r l-itect , City of Rexburg, Jacobsen Coiistvuctlon, Walters Ready Mix 1230 North Skyline Drive, Ste. C, Idaho Falls, ID 83402 208 529-8--2-- 29- Fax 208 529-6911 ..`MATEPJALS v:TESTING &INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAU # I RFvts 10 N d ars MAY 1 S, 2 003 TN\E I-5E-RVER� RE P 0 R T 00 EPQRT5�E 30001 SYU BEN ONS ONCRETE\C ONCRETE 1 6344-47.D 0 Environmental Services Geotechnical engineering Construction Materials Testing Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Pro j ect N erve: BYU Benson Contractor: Jacobsen Construction Supplier: Walters Ready mix Mix ID l .hermit OA Inspector: Truck # Of Yards: Cris McMurtrey 7 Location.- Floor slab, Lines 5 to 7, Rows C to first control _joint to the west Ticket * 09181 SIX PROPORI"'IONS. Remarks: TEST" PROPERTIES & CONDITIONS: Cement : Weather: Overcast/light rail Fly sly: Ambient Temperature, Water* Hot Concrete "Yem.p. (ASTM C 1064): 0F' .parse egg. 1: Not Provided Time Batched: 11 -.24 a.n-v Coarse , #2- By Time Placed: 12.20 Fire Agg. #I.- Ready gi Mix Co. % Air Content (ASTM C 231 or -1 ' 4. Finn . f S Iump 1-iich s (ASTM C 143) 5� 4 Admix #1. Novamesh Unit Weight (ABTA C 138): i 139 2 dml'x .. 1 % 534 Yield (ASTM C 138), Admix #1 t 1, added (gals.), Water/Cement Ratio-- tio I %--A -L 1'r; %�-�J i F 13 a 2NI L UI kv41J -a JIMP CHC P CIS LISeCl l niers otlier" 1 e noted. Remarks: Set 1, slump spec 4", air spec % max Respectfully submitted, MATERIALS TESTING & INSPEC'T'ION INC. Reviewed by: Dan King Eastern Idaho Division Manager, Original signed copy to client: BYU Idaho CTA Ai-chitects., City of Rexburg,. Jacobsen Construction, Walters Ready Mix . 1230 North Skyline Drive, Ste. C. Idaho Falls, ID 83402 208 529-8242 Fax 208 529-6911 r MATERIALS LJ TESTING Fr INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PEI msION DATE MAY 15, 2003 BENSON CONC ETES NRETE 1 8 5-88- DOC J Environmental Services ❑ Geotechnical Engineering Q Construction Materials Testing Q Special Inspections Val Christensen City of Rexburg P-0, Box 280 Rexburg, ID 83440 ProfBenson Contractor# Jacobsen Construction n fi r# Walters Ready mi Mix 1: 513 Location: Slab on grade, Lire MIX PROPORTIONS: Cement : Fly h: eater: Coarse .egg. # 1: Coarse Agg, q. Fine Acygr. fl: Fin , : Admix 1: Admix : Admix Water/Cement patio: Permit/P.O.* Inspector: Joel Gray Truck# 47 Ticket - 09220 Of Yards: 11 of 1.1 TEST PROPERTIES & CONDITIONS: Weather: Snow Ambient Telllp rature: 330E Concrete Temp, (AST?vf C 1064). 75T Not 1FiTime Batched: 9:39 a+m. By Tinge Placed: 10; 1a.m. ll. Reade Mix o. % Air Content (ASTM C 231 or -1 : 4 Slump (inches) (ASTM C 143) Novamesh nit We1 ht (ASTM C 1 ). 141.4 Yield (ASTM C 138): Water Added (gals): � 1-7"J&164L %�CLIJ �- iLF,,VPI' ]lam P[l l � svu un1e'S omel~` ise noted. Berk. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan Kiri Eastern Idahc 1 1 1 ) D'v's'-on Manager Original signed copy to client: BYU Ili : CTA Architects,+pity of Rexburg, Jacobsen Construction Walters Ready Mix , r-th 6KyJI-ne Drive, Ste. C, Idaho Falls, ID 83402 208 529-8242 - Fax 208 529-691 MATERIALS TESTING is INSPECTION ❑ Environmental Services Val Christensen City of Rexburg P.O. Box 28.0 Rexburg, ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH ❑ Geotechnical Engineering PAGE # I REVisION DATE MAY 15P 2003 E:� EP T \200 EPO RTS\E 0001 a u BENSOWCONCRETERETE 16289-92.DCC 13 Construction Materials Testing 11 4 nP_r-_I i I ngirtinnc 6 j Projt ye:Y noPermit/P.O,#: Contractor-* Jacobsen Construction Inspector: Rod Ellsworth Supplier: Walters Ready mix Truck#: 61 TI*cket #: 09249 Ml IIS# 513 # Of Yards* 7 of 1OV2 L flon Stem wall for landscape shed MIX PROPORTIONS. TEST TI CONDITIONS: IT S. Cenient Weather: now/rain FlyAsh: Ambient Temperature: '`F Petr Hot Concrete Temp. C 1064)-, ") Coarse Agg. 9 1: Not Provided Time Batche& 1:45 p.m. Coarse Agg. 92. By Time Placed. 2.50 p.m. Fin + alt Ready MixCo.o % Air Content (ASTM C 231 OT -1 73): 0. Fire : Slump (inches) (ASTM 143): 7 Admix Hot Water Unit Weight T1 138): 14748 Admix : REANABILD 1000 yield ASTM C 138): Admix 3: Water Added (gals): Wt r/Genie it Ratio-: - -- - st. � � a< 'r IL) CA 0tAJIUL Leav ti vvinclou paub urea unjess oinerwise notea. Ren-iarks, Set 2, sampled at chute Respectfully submitted, MATERIALS TESTING & INSPECTION INC. F Reviewed King Eastem Idaho Division Manager Original signed copy to client: BYU Idaho C: CTA Architects, City of Rexburg, Jacobsen Coii truction Walters Ready Mix 1230 North Skyline Drive, Ste. C, Idaho Fall. } MATERIALS ASTM C39 CONCRETE CYLINDER PAGE n 1 REVI510ry DaiE TESTING & COMPRESSIVE STRENGTH Mgv15,200] INICPUt- 9rYV'%T 11M 711E I_SERVERIR EPgRT512 003F2.EPORTSIE $DQOi 8YU BENSONIC DNCRETE'+C ONCRETE 162$5-88.D OC Environmental Services Geotechnical En: in rin nstru ti Materials Testing Special I res tJon Val Christensen City of Rexburg P.O. Box 280 Rexburg, 11D 83440 Project Name* BYU Denson oiitr torr. Jacobsen Construction Supplier: Walters Ready rrd. Ml IIS: 513 Location: Slab on. grade, Line 5, Row Pere / P.. In ctorP Joel Gree Truck #: 47 Of Yards: 11 of 11 Ticket # 09220 MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement . Weather, Snow Fly Ash: Ambient Temperature: T Water- Hot Concrete Temp, (ASTM ' 1064)-. 75T CoaFSe ,, l: IProvidedTime t }ped: 9-39 a.m. Coarse THTic :placed; 1U0 .fll. 'it # l : � % Air, Content (ASTIR C 231 or -1 a 4 1 Agg. Slump Inch (ASTM C 14 Admix 1:mesh Unit Weight (ASTM C 138): 14 1.4 F Adrnix #2: Yield (ASTM : Admix #3 Water Added (gals): Water/Cement Ratio: Remarks-, Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original signed copy to client: BYU Idaho CTS: Architects, City of Rexburg, Jacobsen Construction., Walters Ready Mix 1230 North Sky1ine Drivel Ste. C, Idaho Falls, ID 83402 208 529-824 111ATERIALS TESTING & INSPECTION Environmental Services Val Uff istensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH of hni � Engineering rin ProjectN: CYT Beason Contractor: Jacobsen Construction Supplier: W alters Rea v mix 42 Mix I: 512 Locatiow, Curb north entry MIX PROPORTIONS: r m eli t Fly Asli; Water - Coarse Agg. 1 Coarse�. Fitegg, Fine Age,. #2 - Admix #I -- Admix Admix Water/Cement Ratio: PAGE # 1 REVIS do v D ATE MAY 2 0j 2 003 B LJ BENSON'1 ONCRETE\C ONCaETE 1631 3 -16 -Doc Construction Materials Testinn Permit t P. . + Inspector - Truck ectorTruck Joe] Gray Yards: 7' 14V2 Ticket : 09361 TEST .PROPERTIES & CONDITIONS: ' aflm-. Concrete Temp,. (ASTNI C 1064), Not Pt,ovsled Tniie lid. By nie Placed; Ready `i i x Co. % Air Content (ASTM C 231 oi- 1 lum Inch) Til 1 173)- ova��esh Tli itWeight TIS 43), '2 - l 38): Yield .TTI C 1 Water Added (� ls). Cloudy T T 10-49 a - iii. 11:25 a.m. .l 2 139.2 __._Y[-... '.. V "01-,u ulm-33 UL11j:71 r 11010;1_ ar Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manacyer Original signed copy to cl rpt. BYU Idaho CC. CTA Architects, City of Rexburg, Jacobsen Comstruction, Walters Ready Mix J izou Norin 6kyline Drive, Ste. C, Idaho Falls, ID 83 02 208 529-8242 MATERIALS, TESTING & INSPECTION ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH PAGE # I REvis 10 N D ATC APRIL 30, 2003 VV TI\E I_ERVER\REPORT ' 003REPC) RTS\E 30001 B U BEN S REYE\ ONCRETE 1 6 1 r- 0. C OC Environ im entl Services Geotechnical Engineering Construction Materials Testing i I Ins ti n Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 IPr*tName: BYU Permit P.O.41 Contractor: Jacobsen Construction. Inspector: Joel Gray Supplier. Walters Reade mix Truk * 57 Til t : 09410 Ml 513_ f Yard I 1 Location: Slab'on _ grade, southwest corner of landscat)e shed MIX PROPORTIONS: Tl�ST PROPERTIES & CONDITIONS* Cement Weather, Cloudy Fly Ash: Ambient TerneratUl'e; 46"F Water: dot Conerete Temp- TM C 1064: 7TOF Coarse Agg. 1: Not Provided Time Batched: 1 ] : -m.} Coarse� # Time Placed= 12, 1p.m, Fineura. t: heady MixCo. % rr- oriterit � T 1 or -17 : 2.7 Fine : SILIMP (inches) TM C 1 ) , Admix #1 Novamesh Unit Weight TM ` 1 14.x_2 drn1 x 1% N C Yield (AST.N.4 C 138): Admix #3: Watei- Added (cxals)', 6 ater/Ce ent Ratio. 1 lvi k, -o i f is a suiiur cap _- ri eoprene pads Used Ll 111eSS odle wiSe 11oted. Remarks- Respectfully ar : Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original signed cope to ehn: BYU Idaho : CTS. Architects, City of Rexburg, Jacobsen Construction, Walters Ready Mix 1230 North SkylineDrive, Ste. C, Idako Falls, I D 83402 208 529-8242 Fax 208529-6911 . M RIALS TE TESTING Fr INSPECTION 0 Environmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg,lD 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH U Geotechnical Engineering PAGE # 1 REVISJON DATE MAY 28, 2003 E:�REPORTS�2003REPQRTS�EJDDOI 8YU BEN -S0.N\G0NCRETE\C0NCRE'TE 16352-55,I)OC Ll Construction Materials Testi Iia U Sner.inl In_qnP_r-_inn Q 2 do ProjectName., B-YU Benson Permit /P.OA Contractor: Jacobsen Construction Inspector: Joel Gray Supplier: Walters Readv nii a x Truck # 87 Ticket #: 09499 mixla: 513 11 001V2 a Location* Stab on grade, Line 13.5, Row E.5 MIX PROPORTIONS: TEST PROPE.TI ES'& CONDITIONS: Cement: Fly Ash- Weather: Partly cloudy Water.- Hot Ambient Temperature: 660F Concrete Temp. (ASTMC 1.064). 77F Coarse Afig. #1: Not Provided Time Batelied: 11.-20 a.m. Coarse Agg. #2; By Time Placed- 12:20 p.m. Fine g. A # 1: Ready i Mx Co. Fine A 9 g. #2-, % Aif Content (ASTM C 231 or C- 173). 2.1 9 Slump (inches) (ASTIR C 143) - 4 Admix #I Novarnesh Unit Weight (ASTM C 138) 144-2 Admix 42: Adimx #3.- Yleid (ASTM C 138)4 - Water Added (gals.): 30 Wateir/Cemen t Ratio: A F A 1,J L4 LJ Lh t J[ L4jL �Ujj -- 1 1%,,u p t c; i i c; p au zj usea Lj n i ess 0 I -D erw i s e ii oted. Remarks. Respectfully submitted, MATERIALS TESTING &INSPECTION INC. Reviewed by: Dan King Eastern Idaho Division Manager Original signed copy to client, BYU Idaho CC- CTA Architects, City of Rexburg, Jacobsen Constructloil, Walters Ready Mix . -1 NOrttl 6KYline Drive, Ste. C, Idaho Falls ID 83402 208 529-8242 Fax 208 529-6911 MATERIALS TESTING & INSPECTION D Environmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH Q Geotechnic.al Engineering PI- j ct Natne., BYU Benson Contractor; Jacobsen Construction Supplier: Walters Ready mi V Mix IIS: l Location: Curb north entry MIX PROPORTIONS: Cement , Fly Ash . - Water. r. Coarse. #1 Coarse Agg. Fine �. 1 Fire A g . : dmi4#1; Admix Admix #3- Water/Cement Rat's: PAGE 1 REVI' ION DATE MAY 20, 2003 E. �F4EP T � RLr O 1 a E 0 0 1 LS U ❑ Construction Materials Testing :1 Soecial It1.qnPrtinnc Permit P.O.#: I ter,* Joel Gray Truck #: 58 Tilt : 09361 Of Yards: 14 141/2 TEST PROPERTIES & CONDITIONS: Weather: Ambient T nipeF tut -. Not Provided �� Concrete Temp. (ASTM C 1 064 By Time Batched: Ready Mix Co.Tl*me Placed: % Air Content Tl 1 -or � 173)-4, Novamesh Skimp (inch-cs) (ASTM C 143): Yield �ASTM C 138): Water Added (gals).- iud ". "F 10..49 a,m. 11 -25 a,m. 5.1 2 - Remarks. - Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Daii Kilig Eastern Idaho Di�� inion Manager ri in .1 aimed copy to giant. RYU Idaho Rexburg,CC.- CTA Architects, CitY of Jacobsen Construction, Walters Ready mix 230 North Skyiine D r1 , Ste.Idaho Falls, .--,, .v.:. MATER JALS TE u TING INSPECTION U Environmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH C1 Geotechnical Engineering Project Name: Benson Contractors: Jacobsen Construction Supplier.- Walters Ready Mi Mix ID: 513 PAGE # 1 REVISION DATE MAY 20, 2003 E: REPORT Q00 REPORT �E 0 01 B U B ENS0000NCREMN RETE 16317-20.DOC �J_ Construction Materials Testing Per .OA Ur -i 1 I nr r)P_r-_tinn Inspector: Joel Grafi Truck #: 57 Ticket #: 09410 # Of Yards: 11 of 13'/Z Eocaflow S.1ab n grade, southwest corner oflandscape shy MIX PROPORTIONS: TEST PROPERTIES CONDITIONS; Cement ' 7at er. cloudy Fly Ash- Ambient TemPemture- 46"F waterv. Hot Coarse Agg. #L, Not Provided Concrete Temp. (ASTM C 1064): 770F Coarse Agg 42' By Time Batched: 11:49 a.m. Fine Agg. fl: Ready Mix Co. Time Placed: 12: 10 p.m. F-Ine. Agg. #2i. % Air Content (ASTM C 231 OFC -173): 2,7 Slump (inches) (ASTM C 143) r�. � i : � � nit Weight ASTM C 1 145.2 Admix : 1% NC Yield .STM C 1 Admix Water Added (gals), 6. Water/Cement Ratio: Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan. King Eastern Idaho Division Manager Original signed copy to client: BYU Idaho CC: CTA Architects, City of Rexburg, Jacobsen Construction, Walters Ready Mix &A-% 12,50 Norin ine [Jrl-ve, Ste. C, Idaho Fans, ID 83402 208 529-824 Fax 208 529-6911 r MATERIALS P TESTING INSPECTION o Environmental Services Val Christensen City of Rexburg P.O. Box 28(J Rexburg, ID 83440 ASTM C$9 CONCRETE CYLINDER COMPRESSIVE STRENGTH o Geotechnical Engineering ProjectName: BYU Benson Contractor:: no tr . ti n Supplier: Walters Ready mi Mix I* 192 Location: Approach for receivin MIX rRopoRTioNs: Cement : Fly Ash: Ater, Coarse gl Coarse Agg. # : Hire Agg, Fire r' : Admix 91 Admix Ater/ rnent cti o: buildfr PAGE # 1 RE'V'ISION DATE JUNE 23, 2003 E'�REPORT:SQ003REPORTSE30001 syu BENSOWRETE\CONCRETE 16372 -75 -DOC o Construction ateri l Testing n rk�jq I Perinit / P.O.#: Inspector: Truck : Joel Gray 1 # Of Yards: 20 of.371/2 southwest corner i : 09553 TEST PROPERTIES & CONDITIONS: Weather: Ambient Temperature: Not Provided �t Concrete �" snip. TM C 1064), 13Y Time Batched: Ready Mix Co. T11me Placed: Novaniesh Slmiip (linches) (ASTM C 143): .Unit Weight (ASTM C 1 . j1d STIP C 138).- iter Added (gals) -f 1. Partly lea 0 ?.F 8:50 a.m. 9:20 a.m. R 3 1 iv, �_ -o I / is a sui vur cap -- neoprene pads USed Unless otherwise noted, Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Re vi : Dan King Eastem Idaho Divi Mainager ri iti l signed col)v to client: BYU Idaho : CT'A Architects, City of Rexburg, Jacobsen nstru tl' on ,1 1 Walters Ready Mix, Kellcr & Associates* 1230 North Skyline Drive, Ste. C, Idaho Fails, 16, 83402 208 529-8242'. Fax 208 529-6911 2003 2:32F'M EAST &VkT6MLS TESTING Fs INSPECTION U Environmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 IDAHO MTI 208 6911 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH U Gootechnical Engineering Project Name: BYU Ben -so ---a Contractorl; Jacobsen Cons.tyuction u p pier f Walters Ready mi Ml 192 nApproach for,receivin IWIX PRO -PORTIONS: Cement Fly Asti; at cr care A gg. 1: Cc ange Agg.#: Fine Agg. # I r Fin. Admix l Admix #2,- Admix aAdmix ; Water/Cement Ratio PAGE # I REVISION DATIR .MAY 220 2DO3 8 EN C 0C0NCRETF,Joi# R1FT f 6372- '5,D C Construction Materials Tpmfi n n «l n�n�0,NGm '. Permit I POO.,*: Inspector: 'ruck Yards: build SOUthwiest Corner Joel dray S� 20 of 37% Ticket #,v 49553 TEST PROPERTIES & CONDMONS: Bather; ti Am lent Tmtu: )Rtmwady . By T'inw Batched: Time Placed-, isCc.1; Air Con"t STM C 231 orC-173): Slump 1-nelteg (ASTM C 143): Nosh Tait Weight AST 138): Yield (ASTM C 138). Water Added l s Ply cloudy 440E "F &.50 a' m. 9:20 am. 6.9 C r, ■tee �+ Y�Y�►1Ltii,� +rrid J "' j1 ' � iL }iasis us unii ss uieml a nowd, Remarks-, Conc,rete did not achieve the project compressive strength requ- irk hOLWever it requirements of the Intemational Building Code (I.B.C.) Section 1905-6.3.3 Acceptance of Results. Based ort previous compressive strength tests, items I andthe aforementioned stztement have been met - Respectfully submitted, MATERIALS TESTING 6c INSPECTION INC. INFORMATION ONLY Reviewed by: Dan King Eastern Idaho Division Manager ariginal signed copy to client: BYU Idahn LC: CTA ArchitecLg, pity oFRexburg, Jacobsen Carkstructiatt, Walters Ready Mix 1230 North Skyfine Drive 7 SteCt Idaho Fallso 10 83402 208 529-8242 Fax 208 T i U C1 3 : 01 PM EAST A . MTLRfi4LS TESn.NG Fr JNSPiECrION Envi"ronmental Services Val Christensen City of Rexburg P.O. Bax 280 Rexburg, ID 83440 IDRHO MTI 208 529-6911 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH ❑ geotechnical Engineerina Project Name: Contractor.4 j:RL,0hse SuPplier: Waltexs Ready nnix %� ID 192 ■ P r: # i RFVrP5f0N DATE JUNE l7p ()C,3 E'1AEPC)R1r1 G P0Rx,9\E 0001 i3yu � N� 0 Er6ic()JqRETE 115376-7 .Do � ConstructiOn Ma#eriais TestPng ecial inspections Permit Inspector; Joel Grp Truck 1 # Of Wicket #: 09559 Location: A roach at northwest corner of existing building 3� of 37%, N11X PROPORTIO--' NS: Cement: Fly Ash: Wcr, i eras Agg. Fire Age, I F Fine Agg.Y Admix 1 Admix Admix Wats r CeMent tio, 17EST PROPERTIES & CONDITIONS: Weather Pagly cloudy 110E Arlibient Teruperatuae. Not Provided COnCrlelc Temp- (ASTM 1064 By Time Batched- 9-32 a Rey &Iix Co.Time 11 ,F 9'58 .uL m. % Ail r ntent (A Sl' -M C 231 or C- 173): 6,6 Novamesh dump (ides) STM C 143 - Unit Wefght TM C 138); Yield (ASTM C 1 - - eater Ailed (gals): M C-617 i's a SUM -- rjeoprone pads rased unjs otherwise nam. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. INFORMATION ONLY IL Reviewed by.- Dan King Eastern.ldao Division Manager ri fn j silted cope o l'ient: BYU Idaho CC" ICTA Architects) Rexburg, Jacobsen Coni ' WItrs Ready Mix a4% -5v NQrttl SkYffneDov--e, Ste. C. Idaho Fall s, ID 834,02 22 2003 2:32PM EAST MATERMLS TesTiNG Fr INSPECTION Q Environmental Services Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 IDRHO MTI 208 529-6911 ASTM C39 CONCRETE CYLINDER COMPRESSIVE STRENGTH 0 GeotechnicalEngineer'inq PAGE # I R EVIsio N DATE MAY 205 0()3 T �E3CIO ' 1 ijyu BENSON�CONCRETF-ICONCRETE 16376-79.D0C Q Construction M ate drals Testing LJ SDecial fnsnec#ions r j rn; BYU Benson Permit / P.0.#: Contractor: Con tru ion Inspector'a Joel Gray Supplier: Walters Ready Inix Truck #: 51 Ticket #: 09559 Mix I: 192 # Of Yards: 30 of 37V2 Location: Auroach at northwest corn r of existingbuilding MIX PROPORTIONS'. 'BEST PROPERTIES & CONDITIONS; Weather; fitly dour Fly Ash., Ambient Te mpe ratu te 41 460F Wer; Eot Concrete Temp. (ASTM C 1064)d, i. Not Provided Time B hed; 9:32 a.m. Coarse Ag& F By Tir P a act y59 a-Tn. Fine Agg. #1. Ready i Co � it Content (ASTM C 231 Slump (inches) (ASTNI C 143) - 4 Admix reit Weight (�TM C 1 Admix #3-k- Yield (ASTM C 138),o Wate dCement Rat'10'. Water Added (gals): i ( J a -UjAP — HOWr Fie Palls uses U11 less ()It1 Ise ri0 t%ccla Remarks.- Concrete ciid not achieve the project compressive strength requirements, however it does requirements of the International Building bode (I.B.C.) Section 19[}5_6_3.3 Acceptance of Rasults. PreviQus compressive strength tests., items I and 2 of the afarementianed statement have been nwt_ Respectfully submitted, MATERIALS TESTING & INSPECTION 1NC. Reviewed. by -4 Dan King Eastern Idaho Di-vislon Manager righil signed copy to Il ii ` BYU Idaho Architects, City of Rexburg, Jacob corp. tr.1 tic)n., Walter's 1 230 North Skyline Drive, Ste. Cl 1daho Falls, ID 83402 208 9-824 Fax 208 529-691 1 meet the Based on _4L 2003 9: 35AM MATEMAlS TESTING Fr EAST IDAHO MTI 208 529-69f1 ASTM C39, CONCRETE CYLINDER COMPRESSIVE STRENGTH INSPE{T10N p -w 2 PAGE # 1 REV1,110N DATE MAY br 2003 E:�REPORTS�2003REPOR-T,s�F-.�OUOJ 9yu BEN SOWCDNCR ETF� C WAGRElf E 16239-42.Dioc Q Envlronme,ntal Services U Geotechnica€ Engineering U Construction Materials Testing 0 Special Inspections Val C.hrIstensen City of Rexburg P.O. fax 280 Rexburg,ID 93440 Project Name,: BYU Benson CDntractor-,r, Jacobsen Con structic)n Su-r-pl*er: Walters, Rewly mix .P I Mix TD: 513 Location: Stab on grade, Line 7.9, Row E.7 Permit /P.O.#: Inspector: Joel Gray Truck #: 80 Of Yards: 55 of 63Y2 Ticket #: 08981 MIX PROPORTIONS; TEST PROPERTIES & CONDITIONS.0 Cement.- Weather: Clear Fly Asb: Ambient TenTerature; OF Water, Bot Concrete Temp. (A;YFN1 C 1 0-64); -T Ej 71 F Coarse Agg, #1 ; Not Froyidied Time Bawhe& 9-3 9 a, rm Cow= Agg. #2-0 By Time Plaoin,-d- 10:OL a.m. F'In c Agg,, 0 1: Ready Mix Co. % A -Ir Content (ASTM C 231 or C- 173)" 4.0 Fine Agrg. #2-- Slump (inches) (ASTNT C 143) - 4 Admi-N 4 1: Novamesh Unit Weight (ASTM C 138)'.P 141 i4 Admix 42., Yield (ASTM C 134 Admix 43. Water Added (,gals): WaIeT/Cemcat Ratic): ,MO L IVI I J is a su i rur ca13 -- neoprene pads used unless otherwise noted- Remus: Respectfully submitted, MATERIALS TESTING &INSPECTION INC, INFORMATION ONLY Reviewed by: Dan King Eastern Idaho Divis ion Manager Ongirial !iigned copy to client- BYU Idaho CC; CTA Architocts, City of Rexburg, Jacobsen Coiistniction, Walters; Ready MiX 1230 North SKylin e Drives Ste. C -t Idaho Fa[161 ID 83402 20B 1529 -B242 Fax 208 529-5911 r NiATER1AL5 ASTM C39 CONCRETE CYLINDER PAGE # 1 REVISION DATE COMPRESSIVE STRENGTH14E 1/P 2003 JU TESTING & lNspr=CTIONE:IREP¢R7S�20g3REPQi2t5i£3QO0'I Byu SENSOOCONCRETEICONC PETE 16239-42.Doc U Environmental Services Q Geotechnicai Engineering J Construction Materials Testing D S ipecia I Ins ns pectl'o Val Christensen City of Rexburg P.Q. Box 280 Rexburg,ID 83440 Project Name: BYU Benson Contractor: Jacobsen Construction I F)uPP1:er--:, -Walftrs R. v laaul m, ..CIL Mix ID -so 51.3 Location.- Slab on grade, Line 7.9., Row E.7 Permit / PA.#; Inspector: 4 Truck #, Joel Gray 80 # Of Yards: 55 of 63 V2 Ticket #: 08981 MIX PROPORTIONS: TEST PROPERTIES & CONDITIONS: Cement Weather: Clear Fly Ash: Ambient Temperature,, 48"F Water.- Hot4 Concrete Temp. (ASTM C 1064); 77"F Coarse Agg. #I - Not P-rovided Time Batched: 9;38 a.m. Coarse Agg. #2.- By Time Placed: 10-01 am. Fiiie Agg.. fl: Ready Mix Co, "Yo Air Content (ASTM C 231 or C- 173)- 4.0 Fine Agg. #2: Slump (1*nches) (ASTM C 143): 4 Admix #I -.- Novarnesh Unit Weight (ASTM C 138).-, 141 .4pef Admix #2- Yield (ASTM C 138): Admix. #3-., Wciter Added (gals): Water/Ce ment Ratio: -.e %op 5 JL " 4 %e 16L F t11_eWv&t-,L1u vau3 uru umcss Quierwise rot i. Remarks: Respectfully submitted, MATERIALS TESTING & INSPECTION INC. 0 U Reviewed by: Dan King Eastem Idaho Division Manager Original sl*gned copy to client.- BYLJ Idaho CC. CTA Architects, City of Rexburg, Jacobsen Construction, Walt-ers Ready Mix Z.JU Norm bKyllne Drive, Ste. C, Idaho Falls, ID _8-340.2 208 52--7-824.2 Fax 208 52 1 9-6911