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Home My WebLink AboutMULT DOCS - 95-00012 - Madison Memorial Hospital - Expansion Phase 1E � T ING LAB01U4T0RIE-,S ST 532 West 3560 South Salt Lake Cit-vI Utah 84115 Citi Phone 266-4498 Fax 266-4520 VALLEY READYMIX 2500 WEST 65TH SOUTH IDAHO FALLS, IDAHa 83402 Material Source: Date Test ASTM C-88 Sulfate Soundness �M Lab, 81580 Fine Coarse 81588 Coarse Aggregate I" to #4 Fine aggregate #3 to #50 5826 South 1900 West 'Roy, Utah 84067 Phone 6 -53.55 Fax 776-1345 April 25, 1995 Con Sand & Can Aggregate MA -22 BLEND (SAND) +JF -96 (AGG } 3-16-95 ASTM C-33 % Weighted Loss ASTM C-131 Los Angeles Abrasion Lab 9 81589 0.10 6.13 Grading B No of Revolutions = 500 % Loss X8.10 ASTM ww12 C�128 9pecific Gr avit Lab # 81581 Fine 81590 Coarse Coarse Aggregate Bulk Specific Absorption S, S. D. Fine Aggregate Bulk Specific Absorption S. S. D. Gravity Gravity ASTM C-3 3 Specif ications & Absorption 2.606 0.629 2*623 2.9445 2w754 2.513 15% 15% F1 -1 C-3 3 Continued ASTM C-40 Organic Impurities Lab # 81582 Neg. lighter than #1 ASTM C-142 Clay- Lumps.- & Friable Particles Lada # 81583 Fine Comae Loss Fine o Loss 51591 Coarse ASTM C-1264 ALKALI Reactivity Fine 81584 Coarse 81592 Coarse 81592 @ 7 days - 0. 17 14 days - 00 0% -- Fine 81584 @ 7 days = IN PROGRESS 14 days = ASTM C-227 Alkali Reactivity Fine Aggregate 81585 81593 Coarses Fine Aggregate @ 14 days 1 month 6 month Coarse 3 5 Aggregates 14 days months months ASTM C-123 Li JT/ct Coarse Fine 81585 IN PROGRESS htweiqht Pieces in A Fine 81594 Coarse recxate NO LIGHT WE TT a 1 Sincerely, Page 2. Specification Hell ige #3 0.20 @ 16 days from wasting. Spec,if ication 0 00 expansion max 0.01 *1% expansion max IN PROGRESS htweiqht Pieces in A Fine 81594 Coarse recxate NO LIGHT WE TT a 1 Sincerely, Page 2. Specification Hell ige #3 0.20 @ 16 days from wasting. Spec,if ication Jeff Tawako3i Manager . expansion max *1% expansion max Jeff Tawako3i Manager i ro .-14:3 (Aev. X91 z 0 8 lu (n z 0 Department of Eno, rgy Idaho Operations Cffica £A r Y -A Project Title INEL CONSTRUCTION CONCRETE CONTROL FiEFORT Drawing Nurn6er /W Concrete Supplier�� Required Fiequred Air ` •�� . ,..i M ro so qz-/4 cc q 2., --- Za Date _ 10 / /i Sub -contract Number -�'.��.�1� CU 42 1 d Specification Number J��t�::) C�esTs� Mix �� '�P /I CL�4SS .410 T � l Unit Wesgnt ax Slump � �' y � Z. (high density only) IVA ,-•- Tess Cyi. At_ 70ays And 2 Cyf. At :29 days 0*4) L FIELD TEST RESULTS 16 Placement Lccation 1 � ve:'P7". L,7A4 finders per each S�Yds.Placed Dei. Ticket No. (f !�Z 7OLD � Concrete Temp. � 1� OFPerce t Air Flo StUm0 4/, +� Inches 7 7S Fid Curing: Temp. :25AE5 �� P�3� 'OF Pericd I % 'f -_-Companyit ion MATERIAL TESTING LABORATORY RESULTS :7 — Days . 4 .,., Hcu. rs date Specimens Received Lib. Tec:. ! Lab No. Size Total Load to Failure Compress on Unit Vtileighi � Age � Remark's iin�er (Inches) sn�s� � oo L7'n n n 11 z=; n -n Retard Inst. SIN g ab. Tech. Date Call -b. Lab. Tech. 532 Nest 3560 South 'alt Lake City, U, tah 8411-5 Phone -4498 Fax 266-40'20' VALLEY READYMIX 2500 WEST 65TH SOUTH IDAHO FALLS, IDAHO 83402 Gentlemen: Jr_jS'TIiYG LABOIL4TORIES 5826 South 1900 West oy. Utah 8406 Peons 7"76-53-55 Fax 7 -1345 April 25, 1995 _ We have performed the following tests in general accordance with ASTM Standards. 'fest Board: Cement: Aggregate* Water ASTM C-227 ALKALI REACTTVITY S. W. P. MA -22 VALLEY READYMI X HIGH ALKALT - (1, 8 FINE, GRADED DISTILLED FINS LAB# 81585 Act- e Length Change 14 days , pp 1 month o.0 1 2 manus 3 months 4 months 6 months 9 months 12 months JT/cam Date Measured 4-06-95 4-21-95 Sincerely, Jeff Ta Manager '04�—F wakoli Specification expans max months. expans max months. 4 LA P d nergent Hausr_ins & Attn:- Tom McNamee 4 0 3 0 SM0 5 0 0 W SLC Utah 8 4 12 3 ASTM - I'-1kcal Lab 3 5`7 6 4 Cement Agg watera Flyash samples ow XF ;� f ■ 0 ",C -r LA --B 0 i T R,4,TO i . 19 Vo°CSC ;� .-b T ~ � ap a1 . $ ji, r-= C �2 Tub e I , a I SI-iB T-901-25,]Afta fS JF -96" & En -140C Dist-.illed Su -cul ied S 1-71Z bv . AWFw C 0 D/7/91 1 0`2 5d3 / 9 m o n -0 002 Months - 0 In. �� :fay .F -0.00" jor /23 /.9' a1 6 m c n C. h s -0. 003 2 14 9 2 10 0-10 m # # =f 4 /'2 3 92 12 months —06005 I 1 Admixture for Entraining Air in Concrete REQUIREMENTSADVANTAGES.10 MB VR (Master Builders Neutralized VINSQL' Resin Solution) admixture for entraining air in concrete meets the requirements of ASTM C 260, qpSHTO M 154, CRD -C 13 and other Federa# and State specifi- cations. The entrainmient of optimum a1r in concrete results i the following improvements Pry concrete quality.. Increased resistance to damage from freezing n thawing Increased resistance to scalingfrom i in itsi Reducedrmflit ' Reduced rte n and bleeding ghtness Improved pl tiit and workabiNty Improved properties of mixes used for making concrete black., concrete pipe and other precast products Co Haat e d u rab 11 j ty rese a rc h h as establish ed that th e best Protection for con crele f rO M the adve rse eff ects of tr cycles and deicing soma resufts from: * Pry per it ort nt in the hardened concrete; a suitable air -v c Rid system i n terms of bubble size 2nd spacing, and -P adequate concrete strength. assuming the u f sound aggregates and proper mixing, placing, hardfingand curing techniques. When unusually low or high amounts of an air- entraining,admixture are required to achieve normal ranges of air content or If the required amount of ai'r- entraining admixturenecessary to achieve required levefs of air content is observed to than signifi- cantly under given conditions, the reason should be investigazed. In such cases. it is especially important to determine: that a proper amount of .r is ' contained In the fresh concrete at the pointof ,pincement: and that a suitable air - void system �spaclng factor) is being obtained in the hardened concrete. FEATURES/BENEFITS: Ready to Use — Solution is the proper ' � concentration for rapid. accurate dispensing, Compatible for Use -�'1 admixture u i is compat- lb'[ewith concrete containing other admixtures — water-reducers,high-range wale r- red ucers,i r .- irs, retarders. and 'grater repellents, The use of MB VR air-eentr2ining admixture-- v i th admixtures forms a desirable combination for Producing Ngh-quality normal or lightweight ccn r t , Heavyweight concrete normally does not contain entrained air, NQ7E: As sated in AC! 212 and other pub}icativns, when two or more admixtures are used, each must be added to the mix separately (through dispensers or ma-inualiy) and must not be mixed with each other prior to adding to the concrete mix. For optimum, consistent performance, the air - entraining ir- ntr i in admixture, should be dispensed on damp, firer:t or with the initial batch water_ When using lightweight fine aggregate, field evaluations should be Conductedto determine the best method to dispensethe air -entraining dryi tur . USAGE INFORMATION: Add M6 VR admixture to the concrete mix urn g a disperser designed for air -entraining admixtures; r acid manuaily using a suitable measuring device ensures accuracy within plus or minus % of the required amount. Measure the air content of the trial mix and either increase or decrease the quantity f Ma VR admix- tureto obtain the desired .ir content in the produc- tion rodu -tion mix. Check the air content of the first batch and make further adjustments if needed. Due to possible changes in the factors that affect the dosagerate of ME3 VR. frequent checks should be n9ade during the course, of the work. Adj'ustments t the dosage should be based on the amount of entrained r in t n ix t the Point of placement. QUANTITY TO USE: There is no standard dosage rate for ME3VRadmix- ture. dmii-tur . The exact quantity of air -entraining .dmi tura needed for a given air content of concrete is not predictable because of differences in concrete- making materials., Typical factors which might influence the amcunt of entrained air ,r : tempera- ture. cement, sandgr2ding, miy proportions. slump, aeons of conveying and pf aci r . u a of e xtrafin materials such as fly asap. etc. The aMount of MB VR admixtureused will pnd upon the amount of enircained air re'quired under actual 10b conditions. In a trial miX. use 1/4 to 4 fl. z/1 CC) wb (16 t 960 mil"00 1 . ) f cle rpt} In mixes containing water -r du ar; . cel -controlling admixtures. the amount of MG vR needed rnav s0mewfiat less than the amounj,equired in P121n concrete. in mixes requiring a higher or lower dosage to obtain the desired air content. consult your local Master 2uliders reps nt t' . AIR CONTENT DETERMINATION: 'I he total air content of normal weight concrete should sur in strict accordance w4kh AST C 23 1, Standard Test Method for Air Content f. Fir,eshly Mixed Concrete by the Pressure Method" or ASTM C 173, '}Standard T est Method for Air Content f Freshly Mixed Concrete by the Volumetric Method." The air conteni of lightweight concrete should only be determined using the Volumetric M e th o d. The air content should be verified by cafculatingthe gravimetric air content in accordance with AS IM C 138, "Unit Weight, Yield and Air Content (Gravimet- ric) of r imet-ri Concreted" If the 4o f air contem. a ' . • T gyred btheL ensure Method r ofu ;ri M -hij and ver -f1 the a m r? Met'nod. deviates by more than 1-1/2%. the cause should be deter- mined and corrected through equipment calibration r by whatever r s i e r r - Por additional information on MB VR air -entrain- ing adm ir- n ra n - r Wur . contact YOL;,r [ al Master Builders Oc'991. Master Builders. Inc TEMPERATURE PRECAUTION: MS VR admixture should be stored and dispensed at 35:�F (2°C) or higher. Although freezing does not harm this produci, precautions should be taken to protect, it .ram freezing. If it `reezes. thew and r on trtut e � c �.l ,t ti r o not use pressurized air for agitation} PACKAGING.FM MB VR admixture iS suppiled-in 55 U.S. gallon X208 litre) drums and bar builk delivery. CAUTION: ME3 VR admixture is a CAUSI'-IC solution- Chemical goggles and gloves are r n _ trans ) ri cx nandling large quantities o4 material, (See MS.:)S and/or product, late' for complete information.) V R=IjUers Master Builders, Inc. Admixture Division 23700 Chagrin Sou )ir Cleveland. Ohio -/+14422-5,.,,'D-- (216) /+1f -�-- 831.550,0 P� ax (2 3-3� Master Builders �"nli- 363 Wei-tn Roac i pronto, QntaTiluI VVI 800- -5862 fax (4164) -*-7925 Ltd. Poria P -n Printedin U. _ .992 Master Builders, Inc. 23700 Chagrin Boulevard G�eveland, thio 44122-5554 Phone 21E/831-5500 April 27, 199-'5 Certificate f Conformance NIB VR Standard Master Builders Al"r-Entraininor Admix r . tax r Concrete TO WHOM IT MAY cor; CE��=: State of Ohio Countyofahog s M C-1 S t- e (J 7�e c h f -�� c Before me, a Notary Public, in and for the aforesaid State and County, Personally appeared Erizn E. Caine, who being duly sworn, deposes and says: That lietChemistry %Inc.,r for Master Builders. Cleveland, Ohio certify'. Tliat NM VR Standard (Master Builders Neutralized Vinsol. Resin Solution) is n aqueous solution of Vinsol r si tit has been neutralized iF .i de I Vinsol rparwitsodium thehydroxide a nominal 13 percent by alt residue when dried at 1050C; That no calcium chloride or chloride based ingredient is used in the manufacture oSIR Standard; and That MB VR Standard., based an the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight of the cement when used at the rage of ane (1) fluid ounce per 100 pounds of cement; and That',%/IB VR Stand-ard meets the requirements for ASTM CRD -C 1 -SC. and �:°�SHT£� 14�fIS-�-S9, the Stannard Specfficatio3 . Concrete. Subsen'bcd and. sxvom to before me this 27th da).,, o fpril, 119,95 ncv cry o e NtF litat f Ohio MV Comiss it 11-7-98 (Recorded In Cuvahoga County) P '260-86, Carps of Engineers' . I. for Air -Entraining Adze Ak Brian E. Caine Manager, Chemistry Laboratory Admixture Research & Development F'T DESCRIPTION: PRO-KTE N is a rdMtu# liquid admixture. for makiria more unif rr and redi t bf ' quaiity con r }. Itmetets ASTM C 494 requirements for Type A water - reducing a ater- r du .in .dm i u res, Specifically: increased str n th—co J r i and flexural Relative durability to damage ftOM freezing and thawing—well above industry standards e deduced water content required for a give we r i l i t * rma l -setting characteristics ADVANTAGES,If Con rete with PRC-KRETE N admixturet rate comparableto plain concrete while providing the following special qualities. e Improved workability * Reduced segregation e Superior finishing characteristics for fJ2twcrk and cast surfaces effective as a singular admixture or as a Com ; neat in a Master Builders AdmixtureSystem WHERE TO USE: P ' -K T dm Our is recornmended for use �;n concrete where improved i i rrr�al- i r ,�,hr tri ti cs are {desired. As a result f the preeceding advantagons,this admftr imp roves pumped concrete, ht Ft Im Wet mix), n conventionally placed n r t _ it ;:m r reinTrOrced, precast., pr �,rer tstanda d weight concrete. PRO-KRETE N admixtur,ecan be used with rtlnd cements approved under AAS HTO, ASTM and CRD specifications. The use Of FRO-KRETE N and Builders air -entraining admixture is recommended whenever concrete is required t withfreeze/ thaw cycles. When used in conjunction with admixture, each admixture must be dispensed d separately into the mix. &Registered T demark of Sando.z.Wit . 10cl%993 Master 3ullders, Inc. PRO -TETE N admixturewill not ini i f P0 0t corrosion of reinforcing st l in concrete_ This dmi . toreture does not contain IntentionaN added calcium Ch loncle or chforld&based ingredients. The admixture, due to chlorides originating from ail the ingredients used in its manufacture, contiributes less than 0.000:32 % (3.2 ppm) chloride ions by weight of the cernent when used at the rate of I f l oz per 100 lbs ml per 100 kg) f cement. QUANTITY TO USE: PRO -KR I=TE N admixture toreis recommended for use t rate of 2-5 fl ozs per 100 lbs (130.325 mi per 100 kg) of cement for most concrete mixes using average concrete ingredients. Because of variations in Job conditions and concrete materials, doss ra[es other than the r omm n amounts may be 4 required. Ire such cases, contact your local Master Builders representative. PACKAGING: PRO -K I=TE N admixture is suppi'[ed'1n U. + (208 liter) drums and b bulk delgallon ivery. TEMPERATURE PRECAUTION: If PILO -K ETE N admixturehas frozen thaw ' temperatures above 3 O F(210C) and ccmplet,ely reconstitute by mild mecrhan�cal agitation. Do not use pressurized air for agitation. For addiflah l information on PRO-KRETE admix- ture o dmt- t r r on its use in developing a concrete Mix with special performance ch r a t ri t i n t t your i f Master Builders representative. Master Builders, Inc. Admixture Division 2370 Chagrin Baulevard Cleveland, Ohio 4422-554 (276) 831-5500 fax (216) 831-3470 Master Builders Technologies Ltd. 3637 Weston Riad Taranto, Ontaric; M9L 1W 800-387-862 Fax (416) 741-79215 Form , Printed in US.A. 593 Master Builders, Inc. 23700 Chagrin Boulevard Cleveland, Shia 44122-5554 Phone 2161831-5500 April 27, 1995-q Ccrtificate of ConforiTiLn�e Prokrete N/TJSA Master Builders A,dniixture far Concrete TO WHOM 1T MAY CONCERN: State of Ohio COUnt�7 Of CLivahoga SS Before me, a Notary 11 0 Public in and for the aforesaid -in n r FilVPF-aicu JIDI all W - poses ana says-, That he IS M".)nager, Chemistry L rat F for Master ',.n 10 Certify That no calcium chloride or chloride based ingredient is used in the manufacture of Prokrete NIUSA; and Thsit Praka-cte N1LT5A, based on the chlorides originating from all the ingredients used in its manL&acture, eflntributes fess than x.0003 1 percent (3.1 ppm) chloride ions bv weight of the cement when used at the rite of ane (1) fluid mince per 100 pounds of cement; and Adm- in ASTM C 494-90, Corps of Ejjg- , P I ixpture specified 1 ineers'CRD-C S7-92, and HTO M194-87, the Standard � i cl 1 11 r tai AcImixtures for concrete.. 400, A Brian E. Caine Manager, Chemistry Laboratory Admixture Research & Development Subscribed and Sworn to before me Chi's 27th k-iN-- f April, 3995 Nancy.Hern'. NotaryPubl"�, ic 'Stzlte ()f Nl�v Corni-nission 11� -9 (Recorcled I uva l � Pg - IS 4M ■ 17 I t�4"fflt 0 1 W1 PACIFIC WEST CODS Companent4;Erl, Cement10 Type ;F%Tn C150 Han nam 342 Test 400 North • P.O. Box 39D f Rexburg, Idaho 83444 PHONE (208) 356-5491 • FARC (208) 5553 KIS CiESIGM ( 4000 pSI) #*92 KMH 95 CLASS 40 Cm. Am. � F j]F.q6 ASTn 330 F'. A.. sm-0. Seed hA - 22 ASTM C33 A ST11 Prokrete x X260 ASTH C494 San im gate R;at-L,:) W/C Ratio Air Content Slump F�rD.: t"tADISom MEMORIAL HOSPITAL Batch ' � -SSD) 564 1 bs OW. 32 gals,./267 17:1 lbs. 1185 lbs* 4- 1, #.r amount meet :1 a 3. 0 z-& /cwt n cew-=int 2 L� . .47 .-w OZ Iw % 5 7 3, 01* 1-w Ow F00tinags FiDundatioris FineAggregatqA.hKA ��; Soe .0} orption. Ic gravty. � 3-� r �� Coarse Aggregate., JF -96 S ecxfxc gravay 2 1 w6l with Ov9 absorptkon. Fresh nWeight 138. 41 lbs. We Corti 'hat t E tta i 1-ibeenchecked.We-si o . t -'`n, Inc. for c i m nsio l i f placement., goneral ar.mrlge� meat and specificoflon requirements. Our approval OCIES NOT r l a review r accuracy of the submifdng .0 1 T M = �'w EST Poll, 10.1p, ViC,11-UN frak Cc onen�s �=m=at: Type 1 &L C150 P_ST;I C150 (FLOLi�I21`? 314" Ac-.ae ��L.- ( #. i aby Jz 9 6 Samd (T�Tpal tar- �2--) AS rref AF,". ASS C2 6 0, ASTM 0494 wand. * -mmi1 W/C Ratio Air Content KUM, -0 4w FI"ne A -- m C 3 3 Wes' 400 North R0. Ecx ,i Idaho PHONE Ppcla) PW* AX 2 � '%"Giqw MIX DES IGN (4000 PSI) X9 2 ATR 9 2 CL..A,.SS 4 0 (STRUCTUPRAL CONCRETE) PROTECT: ATR PSC -0N 4i DELAY LIVE FP.CJECT SVl.-IC01YZCT Na i 5-395130 Batch Weights , lbs ral.- cu .1% m A-gg-rega1L'-,e ,. .D, 'A. Y 554 lbs. 32 gals. 1721 lis. 1185 lbs. 0 z /Cw-t .. . ammo .7 1 r ILI�� 9 47 6 i 0. /� c Y.A-22P-ow i � amt 2-48 wiabzorptjc,,n* Coarse Aggregate JF -96 SPecific gravity 2.6I with .5 so,r .et ian . P 7 lk s - a Cc onen�s �=m=at: Type 1 &L C150 P_ST;I C150 (FLOLi�I21`? 314" Ac-.ae ��L.- ( #. i aby Jz 9 6 Samd (T�Tpal tar- �2--) AS rref AF,". ASS C2 6 0, ASTM 0494 wand. * -mmi1 W/C Ratio Air Content KUM, -0 4w FI"ne A -- m C 3 3 Wes' 400 North R0. Ecx ,i Idaho PHONE Ppcla) PW* AX 2 � '%"Giqw MIX DES IGN (4000 PSI) X9 2 ATR 9 2 CL..A,.SS 4 0 (STRUCTUPRAL CONCRETE) PROTECT: ATR PSC -0N 4i DELAY LIVE FP.CJECT SVl.-IC01YZCT Na i 5-395130 Batch Weights , lbs ral.- cu .1% m A-gg-rega1L'-,e ,. .D, 'A. Y 554 lbs. 32 gals. 1721 lis. 1185 lbs. 0 z /Cw-t .. . ammo .7 1 r ILI�� 9 47 6 i 0. /� c Y.A-22P-ow i � amt 2-48 wiabzorptjc,,n* Coarse Aggregate JF -96 SPecific gravity 2.6I with .5 so,r .et ian . 10 F -M j P 1) 0 RONB z iF LU w Department of Enerly Idaho' Cperatjanca Proles t Title Drawing Number L CC STRtj ION CONCRETE CONTROL REPORT Sunt dumber 4 2 1 7 Date SfIo Number C�) Concrete Supp I i e r L4 3 •4-LaesFgn Mix S.S �!c� �� ;T,�'�¢ Required Unit WeightStrength � Required Air Max SUM {high density only) Test_Cy 1. At _ � Days And C #. At �� Y Days FIELD TEaT RE-5-4i}LT5 LOAL.; Placement Lflcaticn Cylinders per Ad h „�' _ Yds. cf C n oats F laced Del.. 71cket Not -Q7iO�D� Date// //a Concrete Temp. ,,. 0;7' 771-;e4�W 'OF Percent Air IV07- 7�kz'W oho SiUrnp Inches Field Curing: Temp.7 QF To � „ �F Period Days — Hours 1n p t r _ -kl i c pfl ti n MATERIAL TESTING LAE30RATORY RESULTS Lab No.. inner 39? &Y4 Dais Specimens Received _� // ? /4F-2 Tata1 Load to Failure (pounds) Compr.ession (PSO , /:;; le32 o Unit Weight, (I . cu. ft.) Lab. Tech. 9 Record Inst. SIN Date Calib. Tech. Lab. Tech. Remarks �.Date pr F-1 END Date 1.21)VII,Days Fff I • �I ' \ , 1 � � � � 342 West 400 North • P.O. Box 390 Rexburg, Idaho 83440 PHONE (208) 356-6491 s FAX (208) 35&5553 ItIX pESIGH (3000 PSI) x91 KMH 95 CLASS 30 PACIFIC WEST CONSTRUCTIONO 1 10 COmponents CementIs wate-r: Typcm- I & I I LA ASTM C150 Hcrinam MADISON MEMORIAL HOSPITAL Wei. -� Agqrt eS - SSD 520 lbso 3-1 gals,.256. 1 C:&,Aa. At 3/4" Rock JF -96 AST?) C33o -1726 Sand AST14 BA - 22 AST)l C.3 3 F L r-'='., /C'wto- (0--r BMOUnt r-equi red to meed. a n's Prokrete N ASTM C494 3. 0 OZ. y Sand/Agqr��gate Rat -10 43% W/C Rat -10 Air Content JL -d 5% slump 4-* @* maximum Fi 0 ne Aggregate MA -22 Spec'I C gravity 2., 48 w-ith Coarse Aggregate4 4%JF-96 Spe,,-f I c: gravity 2., 61 w* -I, t h c F -me ra e n t rx an r qv Y N 2500 West 65th South York Road (20£3) 529-6677 MIX DESIGN (3-500 PSI) #91-, NRF 94 CLASS 35 EXT . PHENIX OF IDAHO, INC. PROJECT: CONCRETE CURB & GUTTER NAVAL REACTOR'S FACILITY WESTINGHOUSE ELECTRIC CORP. JOB # 355 9/94 COMPONENTS: BATCH WEIGHTS, LBS. C.Y. AGGREGATES -SSD CEMENT: TYPE I LA -SH HOLNAM ASTM C150 520 LBS. WATER 31 GALS./258.7 LBS. C. A. 3/4" RIGBY ROCK JF -96 ASTM 1726 LBS. FIA,: WALTERS SAND MA -22 ASTM C33 1238 LBS. MB—VR ASTM C260 5.2 OZ. (OR AMOUNT REQUIRED TO MEET SPECIFICATIONS) PROKRETE N ASTM C994 3.0 OZ. -/CWT-.CMT SAND/AGGREGATE RATIO q3% W/C RATIO 49 AIR CONTENT 6.0% +— I.090 SLUMP 3.0" +- 1.0" FINE AGGREGATE: MA -22 SPECIFIC GRAVITY 2.48 WITH 3.43 ABSORPTION. COARSE AGGREGATE: JF -96 SPECIFIC GRAVITY 2.61 WITH .9 ABSORPTION. FRES$ UNIT WEIGHT = 138:63# /CU,FT. APPLICATZON: 1• EXTERIOR SLABS AND CURBS dF 41 qp ft IP IL IL • r r• i Cast By GARY SARGENT File No., • Project Contractor STS PIPING LOCATION OF POUR Slump Add Water N/A Air Ent. d 2%a sh Admixtures PROKRETE N mix JOB N0. 157 NRF FOOTINGS S, PIERS 0 FIELD REPORT ON CONCRETE COMPRESSIr-# �-ON TESTS 342 West d00 North • P.O. BaxRexburg, Idaho Vcin CONCRETE MORTAR GROAT OTHER PHONE (20a) 2"6-549 1 FAX (208) 3�6-553 0 ■ ■ Concrete Suppijer wAI,Rs READY MTX Supplier's Invoice Nl� Cement Type 1 & I I SR HOLNAM TemperafurP 80 °F 28 DAY P.S Req,350.0 dr V F i 4 t r• i Cast By GARY SARGENT File No., • Project Contractor STS PIPING LOCATION OF POUR Slump Add Water N/A Air Ent. d 2%a sh Admixtures PROKRETE N mix JOB N0. 157 NRF FOOTINGS S, PIERS 0 FIELD REPORT ON CONCRETE COMPRESSIr-# �-ON TESTS 342 West d00 North • P.O. BaxRexburg, Idaho Vcin CONCRETE MORTAR GROAT OTHER PHONE (20a) 2"6-549 1 FAX (208) 3�6-553 0 ■ ■ Concrete Suppijer wAI,Rs READY MTX Supplier's Invoice Nl� Cement Type 1 & I I SR HOLNAM TemperafurP 80 °F 28 DAY P.S Req,350.0 dr V F r f t a F aF y • a dr T�Q 4 •'FIELD REPORT ON CONCRETE C-CMpRESSIGIV TESTS a pF rdlkp _ " E �• } _ �- +fib" t, �• ,• NIPp. F � Date Moulded 07-29-91 4. Cast By CARY SARGENT File No., .. r in projLnCtft. STEAM PI -PIING JOB NO* 157 rRF Co ntracto LOCATION Or POUR Slump N/A Add Water N/A % Air Ent. NIA Admixtures PRQKRETE N 13 a' mix - 5.5 Specimen Merkin #11 #12 X13 14 n F FOC+'I'IING & PIERS 242 West 400 North + P.0. SOX 390 • Rexburg, Idaho 83440 PHONE (2Q8) 3rfi-�49�I • F}�C (208) 3�o-� �3 CONCRETE MORTAR GROUT OTHER ' Concrete Supplier wu'TE�s R�nY MZx Supplier's In, Cement Type Temperatur 28 DAY P.S.I. voice . N/A I & II SR F40LNAM N/A Req. 3,500 Test, at Total Days Lab.- No. Date Rec"d. Date Tested Load -Lbs. P.S.I. 28 I 150,000 .5303 281 I64, 000 5800 Za 16710.00 5906 28 166, 000 5874 Un*, Weigh( s lei 0 342 West 4D0 North P.O. Box 390 Rexburg, Idaho 83440 PHONE (208) 356-5491 FAX (208) 356-5553 MIK EIESIG14 (4000 psi ) +1103 tStiH '35 CLASS 40 LIGHTWEIGEfT PACIFIC WEST CONSTRUCTIONf Conentsomp Cement Type !I LA ASTH 50 Jiolnam Class F o z zolarjac.. A STH r G 18 -1 Utel 't& COar'se ASTh C33o Seed M -22 0260 AST11 C:33 POZZI 'It h 40ON ASTh C,494 PrOkrete N ASTM C494 Sand/AggregatL= Rat... / -. Air Content Flee g-, P R OJ E,CT MADISON MEMORIAL HOSPI Batch Weli (Aggregates -SSD) 517 1 ]:Is up , 1 bs i, 37 gals.. log lb * 840 ELICEall,t requi3r a meet. zPeci . .2 cin s 2. -pmt 3. /Cwt, Ut 52% 1 6- 0% * 1. 5% Kay.3LMUM MA -22 Specie `r r Coarse Aggregate,, Utelite S c r" f # r- - -1 Y Fresh Un -t Weight 116. 14 lbs JL 1. 64. .r PRE -111m,, RED BY U"ELh4"" G moL Dr L I C- Ho C ro RETE MI I G N GPcrd6 Grygar ..vmrA�v T : °✓gliey Rczlady mix ADDRESS: C17Y . RexP-tur.; PHONE # 2C8-529667? SuBrol ED TO: Cary Sargent 28 day F' � _ Dry Unit Wt. _ Pump mix yes UTELITE COARSE COARSE AGG. #2 MATERAIL CEMEP-N7 FLY ASIS WATER air % 5.ac?"10, Q- TELME CoAp,,cz= 0 E "'L I /db, COAR-SE 400C Pj%..i, 11 C L 8L:z F 2.3 3 1 0 UTEUTE f 01,00 QESIGNCTS } FINE AGv, #,2 Lo ONIT *AC'r,UAfG STA47Ef FAX jp 28 1;4 Ze Bag IIx ,. $ANO /AGG., RATZ UTEV'"V- AGS DESIGN WEIGHT 517 Lis. a 40 it 1ji�� L ni i 5 3 1 L -to / cu. J1 0 Lbs, co w . 1 6.# , PLASTIC UM ! s af/T. 3i 38.77 Cu, y[)., '!76.25 C;;. 017, CCNCR�TE TEMP. Ah15. T4--. O.GO% 8Z00% SOLID iloLUtviE 1. 2.6'lpw* C.6S I - rimp 61 2 TOTAL VOLUME ^ 7 Ad- .00 CUL -For,., V dp tai CLQ' .Ali n /o Alm' TUAL h L] w 01 ASIJ GR,01/ - -; �,.' dMOL E I} -MN 4 1e I w _ r CER=IED NULL ANALY0,S 1 �7C. But No. Type 9, 14 I&II L.A L.A. am-MICAL CIMPOSIT, 01-.1 Si(D2 P% 1 a % Al2 0 F;:!�2. () A-9 i C. mF - - - - - - - - - - - on' . y 1 *3IzL,qOIVb(e % �T 34 Total A,�;-z-Ldes X c 3 S, I26 hm C3 A AF . REIICN ICIO.IL1 RCA ; 3 JIM "- 94 + ' Sjj7" 9 I 0� T '" �or �o �l 0 9 F it n t 11 I .M _ 4 - I • • I ` p I i • / • I t " c 4. * 1 fj� ta 1 170. Rase pm-, mmI'm.=qjw.W - Autocia-ve `i Air nt niwric, n 5 IV * N,3 G r -,q I D A-JV** 3 . �- A.14, 4 -. �* � � * 4 Z-7 DAY3 Ap a"Apa T�F. c�;uaut vantedere ce�tlft-!Od to CowmPity its "th F0 019 t i 4 /-� I i p J _r t If I 0 COMMERCIAL TESTING LABORATORIES A DiVISION OF CTLr'THOMPSON, INC. CHEMICAL AND PHYSICAL ANALYSES OF FLY ASH TICKET NMBER 8809-25494 Job Number: 8809 T3 REPo�T DATE: �z/16/�� REPORT TO ; Pozzolanic Intex-national ?525 S.E. 24th St. Suite Cap Mercer Island WA 98040 PLANT OF QRIGIN Naughton SAMPLE ID t 7-1 DOCKETS 298th -3013 DATE SAMPLED o7foif94 - DATE RECEIVED ASTM: c 61$-93 1/23/94 SPECIFICATIaNS CHEMICAL COMPQSITION(o): CLASS F CLASS Silicon Div�ide 55-w63Aluminum oxide 21.0g bran Oxide 5 . 6 1 * * * Total Sulfur TriQxide� 83.32 7D.Q Min 50.0 Min Calcium oxide a ' 9 5 5. 0 Max 5. 0 Max Moisture Content 9'24 Lass on Ignition o . O8 3. 0 Max300 Max Q.44 5.0 Max 6.0 Max PHYSICAL TESD' RESULTS ; Fineness Retained on x#325 sieve, (26) 19.83 Strength Activity index �4 Max 34 Max With Portland Cement {Q� Ratio to Control @ 7 days 94.4 Ratio tO Control @ 28 days 94..3 Water Requirement � 7� Mi75 Min * a of Cantr�l 9� . � l�� Ma..,, 105 Max Soundness Autoclave Expansion Via} -p.o65 Density 0•8 MaxIn4o.x 2 . 5� COMMENTS: COMMERCIAL TESTING LABO Ory 101le R. Werner II, P.E. 22 LlN STREET DENVER COLCRA00 80223 303 . -320 R IP .� .A- SERGENT, &BECKWITH Cc NSUOLTIH<3 GEOTECICAC ENGIN CERS FOU C T 1 f ERRING ENG I N E E [! E<)L-C<;YHYDROGEOLOGY MATERIALS MATERIALS TIN E I ot4NT L -SERVICE-5 t May 14,c 1991 Walters Reader Mix P.O... Bow 390 Rexburg, Idaho 83440 Attention: MI.-. Cary Sargent Re: Aggrega-Ce Testing Gentlemen: SHB Sob No. T91-2511 Submitted on the attached pages are the results of labora- tory testing performed on six aggregate samples delivered to our laboratory on, March 15, 19910 Testing was pe_-L-fcrmed at the recuest of lir. nary Sargent of Walters Ready mix. Requested testing included sieve analyses, specific gravity, suf ate soundness, absorption, sand equivilancy testing,- mortar bar bests, and L.A. Abrasion. �Zesults of the mortar bar tests are pending,. The above referenced samples wire tested in a.ccar�ance with standardsAme-,,icans�ecifie� by the Socie-I.-W for besting and Materials (AST2v,)-. Results of this testing indicate that the tested material is suitable for use in concrete prcducti6on. If you have any questions or require further informaticn regarding the attached test results, please contact the undersigned. Respectfully submitted, Sergent, Hauskins & Beckwith Engineers Copies.* Addressee REPLY TO: 4030 S. 500 WES70 ITS 90., SALT LAKE CITY, U-rAH12.3 4 - U IEQ SANTA FE SALX LA JEL ''ASO