The URL can be used to link to this page

Home My WebLink AboutSTRATA - CONCRETE CYLINDER TEST REPORTS 40-49 - 97-00029 - Ricks College - Administration Buildingi E 7E HNI AL ENGINEERING & MATERIALS TESTING 4460 Ki.ngs Way #3, Ch.ubbuck, Idaho 83202 208 23.7-3400 / Fax 208 237-3449 CONCRE CYLINDER TEST REPORT Report tO: RICKS COLLEGE 'IL PLANT BLDG ID 83460 41 r3 t * Administrat ion B Contractor; Commercial General t rr Column Location # ,L J -0/6.0 MATERIALS AND MIX DAT- . Report No...40 Date§6000#0#1/12/98 Invoice . v 130-980007 Reported by Walters Ready Mix Conc Supplieroa*016.4&4 Walters Read, Mix Mix No. Method ' Mixing**** Transit S a c-7 k s / 6 -0 -- Cement.'P*.*'Ashgrove Type III NI Admixtureso,Prokrete N; MB AE 90 Water Source........ City Well Polyheed 997, Hct H2O Slump, * FIELDAir Ccnt, % 3 +/- 1 28 day...,. 4000 TEST DATA Slump, To 5 (ASTM -x.43 Truck Air Cont, (ASTMC-231) Ticket No. Unit Wt, pcf _ (ASTMC-138)* 10985 Conc ,O ached..# *.#...#.: AM Air O 32 No,. CY r resented. Water added , gal . # . . . Concrete Sampled (ASTMC-172). 11 testedf & CylindersCylinder 1 DatesCure,Field days. . . . .1 Time 9. 10:00 AM @ Temp Range, OF....,60,80 By so B McGowan Lab cure from: Date Rectii .. 1 /8/98 Sample o... Cylinder I 40 a CYlinder i ars (inches) LABORATORY TEST DATA (ASTM C-39) X -Sec Area (sq in) Total Load (Ibs) Fracture Type 6602 3480 4240 99.040 Conks 6.02 4760 120820 Conical 135980 Conical oO2 28-46 135500 Conical Reviewed Date Tested 118/98 I/14/98 2,I4/98 2/4/98 IDAHO 0 VVASHINGTON 6 OREGON # WYOMING # MONTANA UTAH * NEVADA Aa f'l Tested Str (days) l 1 3480 4240 28 4780 28 4760 i GEOTECHNICAL ENGINEERING & AAATEF}1AL5 TESTING 4460 Kings Wa( 4, Chubbuek� 208 237-3400 I Fax 208 231-3449 CONCRIETE CYLINDER TEST REPORT Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Prof i l ration Building Contractor: Commercial Geri `al Structure* Column Lin. *0/60 ReportNo...40 Date,* * * i i * # 1/12/98 FileNo....,,COLRIC Invoice ..1-980007 _ MATERIALS AND MIX DATA Reported by WaltersRead. Mie r 1 I#.*# e o. Walter a * . # . Me%F-thod of mix in ' 4 f a Trans Cementoo-wo.-AshgrOve Type III Agg Source*......... N/A AdmixturesaoProkrete N; MB AE 90 Water Source**...... City Well Polyheed 997, Hot H20 Specif ications Required strength, psi Slums Air Cont, 7 day. 28 day.... FIELD TES's' DATA slump, in* 0 0 79 5 (ASTM C-143) (ASTM -231 T # 10985 /�}, _ Cone ,OUnlit wt, PCf - (ASTM 60 (ASTM C-1064) Time ae0*11496...9: AM Air Temp, OF represented,...2-.75 Water added, a l . . . Concrete Sampled (ASTM C�172). tested, Cylinders cast (ASTM C-31) Date Cast.. 1/7/98 Field Cure, days.,**# Time @ Temp Range, OF.....6-0-80 cure from: _ate_�_�}�•F_�.�_� �3��._�.�_�_+._� sem._. _�_��_ Date Received.... i # . , 1 9 Sample • ... Cylinder ID Cylinder am finches) 6,02 siHbUxAToRY TEST DATA (ASTM C-39) X -Sec Asea (Sq in) w 3480 0*00 0,000 0 0.00 0 Total Load (lbs) 99040 Fracture 7V = P 11 Conical Rev 'ewe Date Tped - l/8/98 1/14/98 Z/4/98 2/4/g$ IDAHO ' WASHINGTON * OREGON * WYOMING l - MONTANA f dF NEVADA Age com Tested Str (days) 1 3480 28 0 28 0 pyla -FPRiiFs (sx-ep I p u. 0it 3 v 'I I i n # VNVINOLN - IV i�c -wl}�� 1 j ' !'688 L �'�7 .• �� * �1 I�R� paqsal a:;Pcl q PaPYa7h8U X80 T prl T' 00 lb 0 0000 jo 'dwaz 9v 11 ez NISV) 09 (6E-0 rIssV) v�va Ssas Auolv-�rnuwrT I( T P- Japu_rw MAMR00190 Cl #* a T 86/8/T U�Rm000w a i T 'Gano PTG7J86/L/T cl () (TC -DTC -0 j@pub 0 lo " ' * wT IpGpp-e:r41 WON 4a,�PTI 90N Xonil aq-eM c RD WON NV 000t?li i _ �.,fe _ T i �� s� �I• _ +4 � �� _ _ i ,�, _ wFr . as �� . _ _ � � y� _ ,F� _ f� _ �' _ �f � _ i,.�• _ �_. wre .� SwF � ,spy, .�,r� �, � .�� .. #� -2 P L T H T T qT o - TtUPV ... , . VIN a...*4&o&*&an os . - 0 0 /SX0PS TPM ZTT -OCt 0*01q aOTOAUI 0111700#ON .� TT 86/Z7T/T 0 f # -4 0 i OM q j.a VIva XIN QNV sqvjHajvw * a /-DuwnTOD bu-rJu P7= TTnuoTqtlq$Tu-rwpv Llcrmj 2H l a IgINVad aVOISRHd aoaarioo SX0 I *UoT4pooq °C_ 0 ow -22 20Z - gcpj `off nggnq 'Cf AuMb.0 j �: c jo 'dwaz JTV (V9OT-0 NISV) 09 l (2cT_o l - (Tc�_o pro. (CtT-0 L - +� * 000t?li i _ �.,fe _ T i �� s� �I• _ +4 � �� _ _ i ,�, _ wFr . as �� . _ _ � � y� _ ,F� _ f� _ �' _ �f � _ i,.�• _ �_. wre .� SwF � ,spy, .�,r� �, � .�� .. #� -2 P L T H T T qT o - TtUPV ... , . VIN a...*4&o&*&an os . - 0 0 /SX0PS TPM ZTT -OCt 0*01q aOTOAUI 0111700#ON .� TT 86/Z7T/T 0 f # -4 0 i OM q j.a VIva XIN QNV sqvjHajvw * a /-DuwnTOD bu-rJu P7= TTnuoTqtlq$Tu-rwpv Llcrmj 2H l a IgINVad aVOISRHd aoaarioo SX0 I *UoT4pooq °C_ 0 ow -22 20Z - gcpj `off nggnq 'Cf AuMb.0 j 0 0 OESE ulco QZOA 8Z 26/9/Z 8 B6I9/z L Sb/9TjT saz aq-pcl NlAOAM as T • NDi9N1HSVAA (6C-0 rUsV) viva zsas ;�Easvdo$xz HO1 zo 41 ure -r C[ .Xapu-.[ OT0086 clI a lm` _ '!! �L �� i i 7� � iii i1� �r � i} �� - �. •i �, 86/CT/T Lu0j; eano qpq Wd 0C:Z * lb UTT 1 08-09 00*001. -labuv�j dwal 0 4 T **we* s,�vP l8anD PTGTE,4 86/6/T ooqspD 64pa WZSV) 4spo ( uT.a 'paq T -(nl-D lUr2ao Wd 6TOTT`*&#*D*..* * -rj J dwel Z-r dulal T un 4n TS DDOV* ,e — - 14U00 �z-T-v P L ll 7 d lqq5uazqs peaTnbal, OM 4 ' PaGq-'�Tcd 06 * o .7Twp III VINa ■ # + * iaoan T �u 3 -rZTT# O -r T T � TjXTW 'U?o T -OCT * . ON aTUj 86/6T/T&-*w&oqa* eqpcl TV w w & 0lq qaodau W4 Rivist 4 VIVG IW CNV s7vlHaxvw s * C/o a cl �I/o TTPM UoTqPptznoa TU8 T -r TI T TqsTuzulpv I "Banqxau 79 LgVqd q I d )II :UoTqpooq a n 6W-LEZ 8QZ xe� 1 ODt�-1zZ 907 ZOZcp i ZE (V90T-0 NISV) DS ( 8ET-;D Al.S-V ) (TCZ-D WISV) VOC (Cj7-rL--D hIZSv) Sz:`9 J dwel Z-r dulal T un 4n TS DDOV* ,e — - 14U00 �z-T-v P L ll 7 d lqq5uazqs peaTnbal, OM 4 ' PaGq-'�Tcd 06 * o .7Twp III VINa ■ # + * iaoan T �u 3 -rZTT# O -r T T � TjXTW 'U?o T -OCT * . ON aTUj 86/6T/T&-*w&oqa* eqpcl TV w w & 0lq qaodau W4 Rivist 4 VIVG IW CNV s7vlHaxvw s * C/o a cl �I/o TTPM UoTqPptznoa TU8 T -r TI T TqsTuzulpv I "Banqxau 79 LgVqd q I d )II :UoTqpooq a n 6W-LEZ 8QZ xe� 1 ODt�-1zZ 907 ZOZcp i i GEOTECHNICALENGINEEHING &MATERIALS TESTI 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Report ta: RIC� PHYSICAL PLANT BLDG Rexburg, TD 83460 Project: i.La Contractor; Commerc-l"al Genes al Structure, Foundation Wal Location: L D.0/3.5 . MATERIALS AND MIX DATA Report -,,.1 Date...a*&'& a 9 1/19 98 File Noove..COLRIC Invoice . * 130-980015 Reported by WaltersRead 'X COnc Supplier.*060& . Walters Ready Mix Method of M X d. Sacks . . * ., 1 Cement4d*w Q -Ashgrove T ype III Agg Source. . & N/A Admixtures Pt r -MB AE 90 Water city Well Specificatj Folyheed 997, Hot H20 alumice #Requiredstrength, psi max Air Cont, 7 day. FIELD TEST DATA Slump, in... (ASTM C-143) (ASTM -231) Ticket No 32 (ASTMC-138) * 0 0 0 & .0 -W a 11019Cone Temp{Q50 (ASTM C-1064) Time .hatched,#.,A....1 1 Air Temp , ' F represented...7-.5 F'R added, a l * # • f Concrete Sampled (ASTMC-172).t , li t L Cylinder Curing(ASTM 1 eld Date Cast.,, _1 .....1 Time .. Temp Ranger OF......60-80 By B McGowan L Dat---_�--__�- 1 10/98 Sample ... Cylinder 1 Cy I i nder D j (inches) L�-buRAT01tY TEST DATA (ASTM C-39) 28-46 0.00 0.00 Total Load (lbs) Fracture Fie Conical f Date rf e s -;- 1/16/98 Z/6/98 2/6/98 HOLD IDAHO v WASHINCTON - OREGOr4 a WYOMING 0 MOVANA v UTAH a NEVADA Age comp Tested Sts (days) (P93i) 3530 EC)TECHNJ AL EN J NEdF- R 1NG &MATERIALS TE TJN 4460 Kings Way#3. Chubbuck, Idaho 83202 206 237-3400 /' Fax 208 237-3449 -3449 CONCRE .LINDQST REPORT Report -6 too RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, 183460 Project - dmini t I Bondi ng Contractor: mma1 General Structure. Foundation Wall Locata"-04n:L * MATERIALS AND MIX DATA ReportNo...41 Date* v v * .. 0 *1/19/98 File *%.#% IS I Invoice * ,. 1.- 800 1 Reported by Walters aI ep.00494 Walters Read Mix Max .. WS+*112, t �* 5641bq Transit Camento....-Ashgrove Type iii Agg Source -6*m0**9*A N/A Admixturesffi*Prokrete NM Water Source City Well le , Hod. Required rpt,, psi Slump, in-.... maw Air Cont, + . } 28 day.... 4000 FIELD TEST DRTA Slump, i ..0 T -143 ) Truck No. Air cont, % 3.*4 (ASTM C-231) Ticket No.0 unit wtr PCf � (ASTM C-138) T ]"_me .. Cone Temp{O ASTM-1064Batchedo*086#01*4 M Air Temp,OF 32 r Water added, i.... Concrete Sampled (ASTM C-172),, C linderIP, testedr & Cylinders Cas wring STM C-31) Date Cast 1/9/98 Field Cure, a ..... TI -me 2:30 PM @ Tamp Fn, OF.....60-80 By B McGowan Lab cure from: Date Recel'-ved4....'...1/10/98 Sample N ..a Cylinder ID Cylinder inches LABORATORY TESD DATA (ASTM C-39) X -Sec Area (sq in) Total Load (lbs) .tom Type- 6.02 3530 f 418 100460 Conical 6,02 28-46 118960 i cal 6.02 28.46 119800 Conical IDAHO *WASHINGTON OREGON 'D WY0MJNG Date Tested 1/16/98 2/6/98 zr6I9s HOLD 1 MONTANA * UTAH s NEVADA Age COMP Tested Stn (days) (psi) 7 3530 2$ 418 28 4210 i GEOTECHNICAL ENGINEERING MATERIALS TESTING 4460 Kilgs Way , Chubbuck, Idaho 83202 0 237-3400 Fax 208 7-344 Report t: Project Contractor,10 Structure: Location* CONCRE CYLINDER ST REPORT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83450 Admin suet n BUJUding Commercial General Wall T 11-ne between - MATERIALS AND MIX DATA ReportNo,,-.42 Date. . . . . . . . # 1 19/98 FileNOovo.-COLRIC Invoice No. *130-980015. Reported by Walters Ready Mix Conc Mix .. 0 0 1 R IIx Sacks/Cy. 564lbs MetMix In o . * . Transit Cement*68006Type III Agg Source. 0 N/A Admixtures. * ProkreteWater it Well Polyheed 997j, Hot H20 Specifications * . # max Requiredtrot Air Cont. **0i 28 day*. we 4000 i iL i iW �!! i •i aa� 9�i � � 7`Y �� ^ it �� a_ � _. aaa� aa� ss.T -.� : _re. a-' - tai : i ik aa� a �Y aa� � aJL � �i _. '�! � rl! i FIELD TEST DATA slump, inew'% 7 (ASTM C-143) Truck No. *-04*0*90600 Air Cont, % 3eO (ASTM C-231) Unit Wt, pcf (ASTM C-138) d9d*8606'0*.**# 11028 Cone Tem , OF 4) Time Batched' . e m o o .. # 1 0 4 10 AM Air Temp, Off` 38 No- represented.. . . Water addedt gal'. . . . Concrete Sampled (ASTM 0172 tested,Cylinderst � der Curl (ASTM i Date Cast, 1/12./9-8 Field Cure, days 0 -W a * a 1 Time 11:30 Am @ Temp Range, or.....60-80 Olson Lab cure from.. ��..a��_�...•�:� ��t��r��r��r��f� Date l - e . . i * . . . # 1/13/98 Sample ... Cylinder iD 1 1 9800150 15D 980015 Cylinder �i (inches) 6,02 L-AtsclV,ATC]RY TEST DATA (ASTM C-39} Total Loan (lbs) 100640 Fracture Type Conical Date TestC ed 1/19r98 2%9/98 2/9/98 HOLD IDAHO -* WASHINGTON e OREGON # WYOMING 6 M0NTANA a UTAH -v NEVADA Age Tested (days) Comp (psi) 3540 0 0 GEOTECHNICAL ENGMEERING & MATERIALS TESTING 4460 Kings W , Chubbuck, Id h o 83202 208 237-3400 Fax 208 237-3449 CYLINDERCONCRE Report t RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Pro I ct Administration Building Contractor: Commercial General t t.r * Wall Loc .t ion T line between 5.7 - 7. MATERIALS AND MIX DATA, Reported by Walters Ready Mj Mix No. Ix Conc Supplier. Method r M Sacks , . 56,41bs Cementnoswe-bAshgrove Type III Agg Source.......... 14 Water Source. # i i 0 # i V 101 w-LAL.U.Li�eSo*eroxrete No. MB AE 90 Polyheed 997, Hot H2O Specifications Required strength, slum Aim Cont, FIELD TEST DATA Report No.# Date, ; * . * # .. 1/1'x/98 File .*6.-.I Invoice No..130-930015 Walters r n N/A Cj-ty Well day.#� 28 ...s 4000 Slump,, in.,% 7 (ASTM C-1.43) Truck No. 0-0*00004a-SA36 .ter Cont, f C-231) (ASTM c_1 Time B Conc Temp,OF 57 (ASTM C-1064) No. CY represented...6 Concrete Sampled (ASTM C-172),., Cylinder Cur,ing (ASTM C-31) Cast (ASTM -1) Field Cures Dat Cast., 1/12/98 1 � .. � �1 Temp Range F*#.60-80 Time 1-1:30 AM Lab cure from: By G Olson. Date Received, 1/13/98 Sample * v a Cylinder I 980015 Cyli".nder i am (inches) LABORATORY TEST DATA (ASTM C-39) X -Sec Area (sq in) Total Load (lbs) Fracture Type 980015A 6.02 28.46 IL00640 Conical 980015B 6vO2 28;46 1-19900 Ccnical 98001st 6.02 122520 Conical 1D Reviewed IDAHO a WASHIIqGTON 0 OREGON * WYOMING • MONTANA Date Tested Age imp Tested. Str (days)(psi) 3540 28 4210 28 4300 ido E TE H NI CALL ENGINEERING & MATER I US TESTING 4460 Kings Way#3, Chubbuck, Idaho 83202 X08 237-3400 1 Fax 208 237-3449 CONCRETEL I NDTEST PORT Report RICKS. COLLEGE PIL PLANT BLDG Rexburg, ID 83460 Pr3c Contractor Structure: Location: Administration Building Commercial General Column Line � � _ : ��F �Y � _ _ �. �. �F _ � �4} ++'rF _ _ _ ya T, �� _ _ _ aim _ s T• 3Y _ T � _ _ _ TF �F i� - - ^� _ _ _ MATERIALS AND MIX DATA ReportNo...43 Date,, . f 9 . • 0 * 1/27/98 File No. t .. iCOLRIC I o.#130-90019 WaltersReport.c.?d by .Waltez%.--s Sacks/CY. . 4 .564lbs Method of M_LXj`_ng. Transit Cement.R.6.6..Ashgrove Type III Agg Source. N/A Admixtures. . Prokrete N; MB AE 90 Water Source,, 6 a a City Well Polyheed 997 Hot H2O Specifications required strep 1 Slump, in.... 8 maw 7 day. Air cont, .... 4000 FIELD TEST DATA Slump, Ind&*& 4 (ASTM -143) Truck*#.. Air Cont, ASTM -231) Tick Unit Wt, ASTIR - Time Conc Temp , O (ASTM -1 r resented ... 1 Air Temp,OF 28 Water added, 1 t ,,. , Concrete1 - (ASTM -1' Cylinder 1 tested Cylinders Cast TM C._ Field Cures a Date Cast., 1/21/98 @ Temp Range, OF....,60-80 Time 10-40 AM Lab cure from 1� Date Received........1/22/98 LABORATORY TEST DATA Sample ... 98002 ASTMC-39) Cylinder Cylinder X -Sec Total Fracture Date Age comp I � am Area Load Type T e s � e d Tested (inches i albs) (pSts'iva- - ) * i 121080 Conical 1/28/96 7 4250 9800203 6-v02 28-46 141780 Conical2/18/98 28 4980 98002 142540 Conical2/18/98 28 5010 8D HOLD IDAHO P WASHINGTON a OREGON 0 WYOMING * MONTANA - UTAH - NEVADA p a qe C[ 410 Aq pa' aanqopaa ppoq TLTJ 004,0 0000 917#2 (UT bs) 12eav oas�x (6C-0 141S;V) viva ssEs Xuolvdasva i UMTCI T E ue - � � � �� f � ram � � �. �� t � i� �r s � rte. � ■rr .�� . �f ;� s � _ � � a� 86/ET/I Pa.& u0slo aanD q WV . 08-09 dwaz 26/ZT/T qseZ) EDTea (TEis Tj'(ZL - TS aq&a3u0D . * . * * T ' * * *qu XV OT:TT PGqO4PU (V90T-0 WISv) LS ao idulajouoD (SET -DI -I ,T � &w*;;4-wq WAN -rj t (TEZ-0 NISV9 u mays if 11 `� (EtT-D W•r * O OUT ' dwnTS viva I sal Gast i � � * = fi.r = _ �E � � �� i �� _ .ter _ �� _ _ _ '�� r �� rr�. +�- � .�. � � _ : ter. � �i �� : _� �..w;� � ;t r °�� . � � �� +� a�n� � •ter. r�� i : � � � ,�� _ aE 0001 8 z .. XUM2. * inTS ' 4 T nb OZ2 40H 'L66 T 06 ZV E p i 4 T up J; UTT 0 T T aT _ z ST0086—OCTWOON Tul DiurIOD a # # . 8 T Idd 86/6T/Tw*&wmw-wm,6q-ecj ' * *ON q .7 ocle-d - XI CIRV SUVIUSIVN lHoclaa ismRaclula7ho T I I T "e l arp' cl a0aqUO3 SX3111 UOTqUOOrj *04 qaodaa - D ej D0t7C-ZSZ 'god ZRSIR ARM s5u[�. IBJ. -jVj Lf.LV JH93 I -lV l Nq ;j_L; e e a s i ovsc L (BA"2p -4l OD p a qe C[ 410 Aq pa' aanqopaa ppoq TLTJ 004,0 0000 917#2 (UT bs) 12eav oas�x (6C-0 141S;V) viva ssEs Xuolvdasva i UMTCI T E ue - � � � �� f � ram � � �. �� t � i� �r s � rte. � ■rr .�� . �f ;� s � _ � � a� 86/ET/I Pa.& u0slo aanD q WV . 08-09 dwaz 26/ZT/T qseZ) EDTea (TEis Tj'(ZL - TS aq&a3u0D . * . * * T ' * * *qu XV OT:TT PGqO4PU (V90T-0 WISv) LS ao idulajouoD (SET -DI -I ,T � &w*;;4-wq WAN -rj t (TEZ-0 NISV9 u mays if 11 `� (EtT-D W•r * O OUT ' dwnTS viva I sal Gast i � � * = fi.r = _ �E � � �� i �� _ .ter _ �� _ _ _ '�� r �� rr�. +�- � .�. � � _ : ter. � �i �� : _� �..w;� � ;t r °�� . � � �� +� a�n� � •ter. r�� i : � � � ,�� _ aE 0001 8 z .. XUM2. * inTS ' 4 T nb OZ2 40H 'L66 T 06 ZV E p i 4 T up J; UTT 0 T T aT _ z ST0086—OCTWOON Tul DiurIOD a # # . 8 T Idd 86/6T/Tw*&wmw-wm,6q-ecj ' * *ON q .7 ocle-d - XI CIRV SUVIUSIVN lHoclaa ismRaclula7ho T I I T "e l arp' cl a0aqUO3 SX3111 UOTqUOOrj *04 qaodaa - D ej D0t7C-ZSZ 'god ZRSIR ARM s5u[�. IBJ. -jVj Lf.LV JH93 I -lV l Nq ;j_L; e e a s i i GEOTECHNICAL E I DERIN & MATEWALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 --300 Fax 208 237-3449 Report to.9 Prc I ect Contractor, Structure: Location: CYLINDERCONCRE m RICKS COLLEGE PHYSICAL SLANT BLDG Rexburg, ID $3450 Administration Building Commercial General Column Line 5 @ c MATERIALS AND MIX DATA ReportNo....43 Date. . # . . . . #1/27/98 File #.#..I Invoice ,,130-980019 . z-.- mad 1-D a Ready M' c�� i � � � � ��r R a-1 vers Ready i -fix Sacks/CYO 4 564lbs Method of Mixing,.,,,,Trans 3-t Cement,0690weAshgrove Type III Agg Source. . 0 0 1& 0 0 ft 0 N/A Admixtures. - Prokrete N; M8 AE 90 Water Source . City Well Polyheed 997, Hot Specifications Required strength, psi in... 8 mai FIELDAir Cont, % 3 28 day -sees 4000 , Slum Air Cont, .i (ASTM (ASTM C-231) Unit Wt, pcf - (ASTM -138) Cork Temp,OF58 (ASTMC-1064) Air Temp,OF 28 Truck No. � Ticket No& Time Batched a. a ...... # 1 f 0 AM No. CY represented.#.1. Water added, gal # # . . i Concrete Sampled (ASTM C,172). Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM � 1) Field Cures a .** Date Cast., 1/21/98 @Temp RangerO Ti .t 10-40 A Lab cure * By We G Olson Date Received. . 1/22/98 Sample No*,.. 9,80020 LABORATORY TEST DATA (ASTM C-39) der 1 - ' rA -hoi r �� L�a� Age (inches) ink(lbs) (days) (psi 980020A 6.02 28.46 980020B 0600 121080 Conical 1/28/98 7 4250 980020C 0.900 2/18/98 28 02/1B/98 28 0 14OLD Rev awed IDAHO - WASHINGTON 0 OREGON * WYOMING * MONTANA • 'TAH # NEVADA VK GEOTECHNICAL F-I'V II F -ERIN &MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 CONCRETE CYLINDER TEST REPORT Repos � to.- RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, 122460 Project: Administration Building Contractor: Commercial General Structure: Wall Location: Grid 3.6 between A & D lines Reported. by Walters Mix No. * Sacks,.564lbs Cement..#...Ashgrove Admixtures * .l. �TERIALS AND MIX DATA Ready Mix Type III 997, 92 RC97 ConeSupplier 0 0* 0** 4 Method of Mix ing. . AcTa Source.##..* water Source#�... ReportNo....44 Date-evowev*91/27/98 File o#....LT Invoice No...1 -980019 'a ,er �� Trans i N/A P.eady Mix City Well Specif isa inns Required strength,i Slump, 2-n-PIW50 4 7 day.,,.. A 0 Ir Cont., + `- 1 28 day.... 4000 FIELD 'BEST DATA Slump, in.. ,. T -143 Air Cont, ASTM C-231). Unit Wt, pcf _ (ASTM -138) Cone Temp,'F 62 (ASTM C-1064 Air Temp{OE 34 Truck*�.�..f Ticket No. .00-000***411051 Time Batched. ... **%**9Pi No. CY r rented . # . 1 Water added , gal. 0 0 # 0 Concrete amp l ASTM - r Cylinder Curia ASTM C-31) tested, & CylindersCast ASTM C-31) Cure, days. , * * & I Date Cast.. 1/21/98 @ Temp Range, OF.....60-80 Jme .0 2:00 PM Lab cure from: By ,p G Olson Date 1 i +x........1/22/98 LABORATORY TEST DATA Sample No.Q.980021 ASTMC-39) Cylinder I 980021 1 8002 1 8002 1 Cylinder D i ars (-Inches) X --Sec Area (sq 1n) `dotal Load (lbs} Fracture Type 6.02 2.8946 113940 Conical *02 28-46 143020 Canis al 6.02 28-46 14340 Conical Reviewed by Date T 1/2$/98 x%3.8/98 2/1H/98 HOLD Age Tested (days) JDAHO ; WASHINGTON * OREGON • WYOMING a MONTANA * UTAH * NEVADA ► s� Std (psi) 4000 5020 silo i LETE H NICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way 1#3, Chubbuck, Naha 83202 208 237-3400 / Fax 208 237-3449 Leiql� Wa*11Arq-6,"51g9 up 0-1 Report o: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Project. Administration Building ContractorCommercial General Structure:Wall Location* Grid E.5 between 2 & 3 lines/GL F between Reported by Walters Mie Nolp w.&v1 Sacks/C'Y Cement*....#Ashgrove Admixtures-.Polyheed Specifications Air Cont, MATERIALS AND MIX DATA Ready Mix Type III 9970 92 RC97 Slum(ASTM Air Cont* o (ASTM Unit Wt, Pcf - (ASTM Cone Temp,OF 58 (ASTM Air Temp,OF 34 Cork Sup P1 Ler... Method of Mix ire . . Agg Source.......... Required strength, FIELD TEST DATA C-143} C-231) C-138) C-1064} ReportNo.....45 Datessovouvel/27/98 File No..#..I Invoice No..130-980019 Walters Trans N/A Ready Mix qty we 11 a..*0 28 day.... 4000 Truck No. Ticket No. 64066SO00011056 Time Batched*..*.....:. M No. CY t...1 Water added, gal...*. Concrete Sampled T -1 under Cori T C-31) tested, & Cylinders Cast T C-31) Field Cures a .#...1 Date Cast.. 1/22/98 @ Temp Range, O. . # i . -, Time 10:15 AM Lab cure from Olson - r r rr � Date Received........ :e :��s _ _ _ 1/23/98 LABORATORY TEST DATA v! iilS LL� _ �! �!'T! #! !i !! 1F i # �! !! i i i !I� i �f iii• Sample ... 980022 (ASTM C-391) Cylinder Cylinder X -Sec Total Fracture Date Age comp T =steel inches i lbs (days)(PSO 800 108700 a Conical 1 3820 980022B 6.02 28.46 137240- Conical `19/98 28 4820 980022C 6.02139420 Conical 19/98 28 4900 HOLD Reviewed by. IDAHO-* WASHINGTON 16 OREGON s WYOMING & MONTANA * UTAH 9 NEVADA 0 NI vi '). N F Aq pq'oM8TA8U liolowiHsW 8 OH O cirlon CIT Z0086 8 K 8 6 / 8 T / �: 0000 DI Z 0 0 8 6 0 8Z 86/BT/Z 0 0 0 9TZ0096 7 rt 86/8 T - (-rsd) skeprCl aa V A3 cluloo A&- TZ0026 60*0 aldwes vivo Isal XUolvUo2Nf"I . to 96/ZZ/T000*0 :woaj aino qpq 86/TZ/T 08-09 a, "e5upu (TC -0 NISV) 4SPO T SAPP oeano pTeTl '(ZLT-0 HISV) poldwPS e4aJOU00 T' , 'pappp joqem T0'Oa *O J * T 'TAT * * • } i # * . -ON 4a11071 e it 0 (V90T-0o l w (8ET-0 — l T iquco (TE -C -D 1 (EVT-D wise) a a f c► Vj Cjj,;[ quoo :[TV APP T sU0TqpDT;TDqds T F &o*awo*&E*aoanos 55v ov*4w5UTXTw jo PoLlqalq *.�JTl 9 L6011 Z6 'L66 T I I X VjVG XIN GNV SqVId'alVX paaq,KTod**sa,TnqxTwpv @AOJbqSV # f * * # 0 quaujaD T w*epxo/sxDps Too@L* *ON x7N 4 �rY3 V uaamqaq 9 - C pTjo - TV M ,buTpTTneT jq T T TI * TI rI L 86/LZ/TT7 T70 a 0 otz a 0 1110 al aI v - j m_ hm s5ul9tv DNIISBI MEMNON i ECTE H N I CAL ENGINEERING & MATERJALS TESTING 4460 dings Way #31 Chuftuck, Idaho 83202 2.08 237-340{} I Fax 208 237-3449 Report to. Project s Contractor, Structure. Location: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 8346Q Administration Building Commercial General Wall Grid E.5 between lines/GL F between k Report No...45 Date .**v%.## 1/27/98 File '.#..L1I Invoice . . 1 - 800 1 a _ _ _ a a a _ _ _ � � .a; ,� _ _ _ _ _ a � T.F T � #R.iF i� _ -� � : � _ _. _ �, aF fA' �k .'Yi! i•F ,� �• �F ti® �k i� _ _ _ _ �! �� #* �� V. � #� �� arm} �� ate' � � � �� i MATERIALS AND MIX DATA by ai l-. er Mix No.. s.e*513 Sacks.... Cement........Ashgrove Admixtures Pa lyheed Read* Mi Type III '7f 92 RC97 Conte .0 -1 .r . I. a . . Method of Mixing. .Agg Water Source.��. a 1 ter Trams pit R/A Readl Mix City Well Specif icati'.cns Required. strength, psi Slump, i... Air Cont, 23 day.... FIELD TEST DATA Slump, i .#,, 4 (ASTM C-143) Air Cont* % 4.2 (ASTM _1 Unit Wt. (ASTMC-138) Conc Temp,OF 58 (ASTM C-1064) Air Temp , O ' 34 Truck No.. 46 Ticket#..�� Time Batched......... 9:45 AM No. CY represented...10 Water l..* #. Concrete Sampled (ASTM -172), Cylinder Curing (ASTM -31) tested, & Cylinders Cast ASTM C-31) Fief. Cure, .....1 Date Cast.. 1/22/98 @ Temp Range, OF,,. -.,I60-80 Ti F,,.#,I - Ti 10* - 15 AM Lab cure from: By G Olson Date Received. , 1/23/98 LABORATORY TEST DATA Sample .. 980022 (ASTMC-39) Cylinder I 8002 -Sec Area (sq in) 28-46 . 004 00 Total Load (lbs) 108700 Fracture Type Revfewe(4/ooby; Date Tested Age imp Testes. 5tr (days) (PSX) 7 3820 28 O 28 0 IDAHO i WASHINGTON TON * OREGON • WYOMING * MONTANA * UTAH a NEVADA GEOTECHWCAL E N C 1 KI E E FRI, ING & MATERIALS TESTING 4460 Kinds Way r13, Chubbuck, Idaho 83202 208 237-3400 / Fax 1208 237-3449 4 CONTE CYLINDER TEST REPORT Report to: Rrcxs COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Project* Administration Building Contractor: mmrc ial General Structure,. Columns Locati'on: GL E.0/6.0 MATERIALS AND MIX DATA Report . . # 4 D..#.... .#1/27/98 File No......COLRIC Invoice . . 130-980036 Reported by Walters Ready Mix cone Supplier. . 0 & 0 0 . Welters Ready Mj-x Mix NOV * * * , 12 Ache Method of Mixing* Transit a c 8 . i . i Agg Source. i, 1 /A Cement* . ! f . tAshgrove Type III Wates` Source.......... City Well Admixtures..MBAE; Pt A Polyheed 997, 92 RC97 6,02 6*02 28.46 Specifications 103800 140900 142060 Required strength, psi slump, # * * a max 7 day.... * r Coni day.... FIELD TEST DATA Slump, i. ,.% 7 (ASTM -143 Air Cont.- % 365 (ASTM C-231) Unit t , pcf - .STM C-138) Cone Temp , O F ASTMC-1064) AJ -r Temp,OF 40 Truck No,. $ i 0 * '4 • f . 0 0 . 4 Ticket No* CY .6.. 75 Water added, gal . # 6 i r Concrete Sampled. (ASTM _1 r Cylinder Curing ASTM C-31) tested, & Cylinders Cast . T- - Field Cure, days # .. # . Date Cast ; 0 2/4/98 @ Temp Ran ,.* . . Time 0 . 1:15 PM Lab cure from.10 By B McGowan Date Received -........2/5/98 LABORATORY TEST DATA Sample ... 980037 (ASTM C-39) PM Cylinder Cylinder -Sec Total Fracture Date Ache Comp ID DiamArea Load Type Tested Tested Str (inches) (sqi abs A 980037 B 980037C 6,02 6*02 28.46 103800 140900 142060 Conical Conical Conical 11/98 3/4/98 3/4/93 HOLD 7 28 28 3650 4950 4990 IDAHO # WASHING ON OREGON WYOMING i GEOTECHNICAL ENGIN-EERING & MATERIALS TESTING 4460 Kings Way#,3, Chubbuck, Idaho 83202 208 237-340 Fax 208 237-3449 X91 Z LAftl py 4 AlM"i " 11 � I "-D-# W1# P" Report to: RACKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 8346 Pro3ect. Administration Building Contractor Commercial General Structure: Columns Location,, EoO/6.0 MATERIALS AND MIX DATA ReportNo...46 Date..*. .#..1/27/98 FNo. 4-.,I Invoice 4 No..130-980036 Reponse ny Wal4L.;ersReady Mix Conteu -1e-r.l t s Re..-ur Mix Mix No. wwo.112 Method of Mixj'-ng,. . Tran,sit Transit2 Sacks..;.. rb6.#...... N/A Cemento.*...Ashgrove Type III Water Source........ City Well Admixtures..MBAE 90@w Prokrete Polyheed 997, 92 RC97 Specifications Required strength, psi slump, -i-. . * 8 max 7 d a y. Air Cont, +- 28 day.... 4000 Slump, in,... Air Cont Unit Wt, Cork Temp , O F Air Temp,O FIELD TEST DATA 7 (ASTM C-143) 3-s5 (ASTM C -23I) (ASTM C-138) 70 (ASTM C-1064) 40 Ticket No.*.#...� Time Batched.........124.48 . CY represent . # . . 5 Water added, gal.. . . . PM Concrete Sampled .STM C-172), Cylinder Cur ASTMC-31) tested, & Cylinders Case ASTM C-31) Cure, days . . . . . 1 Date Cast.. 2/4/98 @ Temp Ran IF -..=.'..60-80 Time .. 1:1S Lab cure from: By No B McGowan ��.: �-.sa�_._��_� _:_��..�;r ��_-___�"'''•�.--.� Date � 7 . . . ," ■ ,,,,2/5/98 LABORATORY TEST DATA ��.��. �._ �...�_�-.-F.:Q-� ___'_"�-r-��w pie ��w Sample ... 980037 (ASTM C-39) Cylinder Cylinder X -Sec Total Fracture Date Age COMP TD { � -4� � .�i .� � �' ,, Test Tested. St y inches ( ')sq�i -- (days) (P13 *0 284-46 103800 conical 2/11/98 7 3650 9800373 3/4/98 28 0 9800370 0400 3/4/98 28 0 7D HOLD Revi4wed b r IDAHO 0 WASHING70N a OREGON * WYOMING * MONTANA e UTAH * NEVADA i i GEOTECHNICAL ENGINEERING & MATEMALSTE TI C3 4460 Kings Way -#'3, Chubbuck, Idaho 208 237-3400 Fax 208 237-3449 CONTE CYLINDER TEST REPORT Report to RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 834b0 ProfAdministration B it .L Contractor: Commercial General Structure . Elevator Shaftwalls Location: GL E425/3.5 MATERIALS AND MIX DATA ReportNo-..,.47 Date * . * . . . ,., 3/18/98 File * * . . .LI Invoice No o * 130-980068 Reported by Walters Ready Mix Cone l i t .. * . . 0 Walters Ready Mix Mj-x No,. V099112 Method of Mixing.. Transit Sacks/CY. #. IP Source. . 0 0 i 0 M 6 N/A Cemen-0914, Type III Water Source........ City Well . mixtu , .MBS Prokrete Polyheed 997, 92 RC97 Specif t ire fired strength,F psi Slump, Air Cont, +- 28 e . 4 4 4000 FIELD TEST DATA Slump, in... 7.S ASTM C-143 Air Cont, % 3.9 (ASTM 0-231 -) Unit - .STM C-138) Cone Temp,OF 65 (ASTM C-1064 Air Temp,OF 38 Ticket No. ..........11257 T.0 7.;1 Batched # * # • * * 7 . ■ 1 1 13 PM . CY represented..*6.25 Water added, gal . a # Concrete Sampled (ASTM- 1 F Cylinder Curing T C-31) tested, & Cylinders Cast (ASTM - Field Cure ,,*.....I Date Cast. 3/10/98 @ Temp Range, O ..... # . - Tim .. 1:30 PM Lab cure from: By 1k B McGowan Date Received.....'....,.3/11/98 LABORATORY TEST DATA Sample 980051 (ASTM C-39) Cylinder index -Sec Tl Fracture Date Age comp ID i. Load Type Tested Tested Str (inches) 'n) (lbs) (days) -L (PSO 980051A 6.02 28.46 121860 Conical3/17/98 7 4280 1 4/7/98 980051C . '980051D j Rev ie JD HO WASHINGTON OREGON WYOMING MONTANA UTAH NEVADA i GEOTECHNICAL, ENGINEERING & MATECRIAL TESTING 4460 pings Way 13, Chubbuck, Idaho 83202 208 237-34Q0 /Fax 208 237-3449 CONCRETE CYLINDER QST REPORT Report 0:: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, 183460 Project. natri, Structure Location: Administration Bullding Commercial Ganem.l Elevator Shaftwalls L .,* Reported It f 1 sacks/cy ....* Cement. -.....Ashgrove Admixtures*. ; Polyheed Specifications MATERIALS AND MIX DATA Ready Mix Type III Prokrete 997, 92 RC97 Conc Supplier.,#..#,, Method of Mixing..... AggSource*�..��* Water.4••�$# Report ....7 Date. 4 * w -w a * 6 3/18/98 Invoice No. .130-980068 Walters Transit N/A Ready MSX City Well Required strength, psi Cont,Air 28 .... 4000 FIELD LD T T DATA in... 7. (ASTM —143) Air Cont, % 2.9 (ASTM -231) Unit Wt. Pcf - (ASTM -138) Cone T m ,OF 65 (ASTM -1064) Air Temp,OF Truck No..��..� Ticket No. Bt9,o**,6**1:13 PM No. CY s.L. . 6.25 Water added, gal. i . # . Concrete Sampled (ASTM -172), Cylinder Curia ASTMC-31) tested, & Cylindersast (ASTM C-31) Field Cure . . . . . 1 Date Cast..3/10/98 Lab cure from ByB McGowan DateReceived........3/11/98 LABORATORY TEST DATA Sample . * . 980051 ASTM -' Cylinder ID i D lam (inches) .0 6402 6.02 X-SeG Area Esq in} 28446 . 46* Tota i,aad (lbs) 121860 146960 148480 Fracture Type Conical Conical Conical e: Date 'td 3/17/98 4/7%8 4/7/98 HOLD fi Age Comp Te.9 ted Sir (days) IDAHO * WASHINGTON * OREGON 0 WYOMING * MONTANA - UTAH * NEVADA 4280 28 5160 28 5220 GEOTECHNICAL ENGINE-ERING &MATERIALS TESTING 4460 Kings Way 43, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 CYLINDERCONCRETE TEST REPORT Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, TD 83460 Fat. Contractor* Structure: Location: Administration Building -Commercial General Shear wall level I L -- MATERIALS AND MIX DATA, ReportNo....48 Date ..#...0.0#x/20/98 File *....LI Invoice No. #130--980073 Reported by Walters Ready Mix Cone Supplier..490aW Welters Read y Mix * * 513 Method of Mixing.... Transit -64 lbs i N/A Cement64440%Ashgrove Type I Water Booms#,*. .0 City Well Admixtures. -MBAE ; Pr to Polyheed 997, 92 RC97 Specifications Required strength.. slump, -L,.,,* 8 max 7 day Air Cont, 3 _ 28 -sa f s 4000 ump, ice, . . Air Cont Omit Wt, Conc Tp0 Air Temp,OF FIELD TEST DATA x.75 ASTM C-143 3.7 (ASTM C-231) -- ASTM C-138) Fad {ASTM C-1064) 42 Truck NoM 60 a#.** 0 f# 4 4 Ticket No., go** 0 011282 Time Fiat......;#.10:40 . CY represented,... Concrete Sampled (ASTM -172). Cylinder Curia ASTM -1 tested, & Cylinders Cast ASTM C-31) Field Cures days., .0 1 0 # 1 Date Cast.., 16/98 @ Temp Range, 0F,.,..1.,,.60-80 Time V. 11:15 AM Lab cure from., By #• McGowan Date deceived.....#..3/17/98 Sample , . . Cylinder ID 9800550 Cylinder Diam 6.02 LABORATORY TEST DATA (ASTM C--39) -Sec Area 28-46 0000 IDAHO 9 WASHINGTON Total Load (lI OREGON Fracture Type Conical Reviewed by WYOMING i MONTANA at e Age comp Tested Tested Str (days) IL (ps* 3123r98 7 240 4I13/98 Z$ Q 4113/98 28 0 xoLn a UTAH * NEVADA i ECTE FAN [CAL ENGINEERING & MATERIALS TESTING 4460 Kings Way#3, Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 13 CONCRETECYLINDER TEST REPORT Report RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, 183460 Project: Contractor Structure: Location: Administration Building Commerclal General shear wall level II GL D-0/3-5 Reported by Walters Mix * . 0 0 0 1 sacks/CY....564 lbs Cementoa...,.Ashgrove Admixtures..MBAE 90; Polyheed Specifications 1 MATERIALS AND MIX DATA Ready Mix Type I Prt 997, 92 RC97 Cone Supplier....**. Method of Mixing.... AggSource. **,A.0.04V# Water Source. f t & V V f a Report Date........3/20/98 File ...*.ISI Invoice . . 130_98007 Walters Transit N/A City Well Required strength, psi Air Cont, 2. . , . 400 Slump, Air Cont, Unit Wt, PC f Conc Temp , O F Air Temp , O FIELD TEST DATA 6.75 {ASTM C-143} 3.,7 (AS77M C-231) -- (ASTM C-138) 50 (ASTM C-1064 42 Truck V i i i * * # f # 4 * * 47 Ticket .�.,11282 Time Batched......... 10:40 Water added, gal # # . . . Concrete Sampled T C-172). Cylinder Curia g (ASTM C-31) tested, & Cylinders Cast (,ASTM - 1) Field ur Date Cast.... Tem O - 60-80 Time .. 11:15 AM Lab cure from: By 4099 B McGowan Date Received*..... 043/17/98 .rel ,.. . l inder ID Cylinder Diam (inches) LABORATORY TEST DATA (ASTM C-39) Total Load albs} Fracture Date Tested 3/23/98 4/13/98 4/6/98 330/98 D HO -s WASHINGTON * OREGON . WYOMING * � NTAN * UTAH - NEVADA Age comp Tested Str (days) (PE 7 240 28 4000 21 3460 14 yoga 6vO2 28.46 69400 conical. 98005513 6.02 28.46 113840 Conical 980055C 6s.02 28-46 98440 Conical 980055D 6-02 28-46 87820 Conical Date Tested 3/23/98 4/13/98 4/6/98 330/98 D HO -s WASHINGTON * OREGON . WYOMING * � NTAN * UTAH - NEVADA Age comp Tested Str (days) (PE 7 240 28 4000 21 3460 14 yoga GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kin s Way#31 C II uc , o 832 2 208 --3400 / Fax 208 237-3449 CONCRETE CYLINDER TEST REPORT Report RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg., ID 83460 Pro i Contractor: Structure Location, AdministrationBuilding Commercial General Sher wall level IT L ... MATERIALS AND MIX DATA ReportNo....48 Date*....,...3/20/98 File .*...LI Invoice ..1-980073 Reported by Waiters Rudy Mix Cone Suppli. . # 0 40 4F .Walters Ready Mix M_ix No do M #00513 Sacks/CY....564 lbs Method of Mixing.....,. Transit Agg N/A Cement*a&*.-.Ashqrcve Type I Water Source......... Citv Well Admixtures,.MBAE ; Prokrete Polyheed 997, 92 RC97 Specifications 1.red strength, psi Slump, i ;;. 8 maxa ;.0*6 Air Cont, 3 +/- 1 28* . & & 4000 Slump,' Air Cant, Unit Wt. pcf Conc Temp { O Air Temp,,OF FID TEST DATA 6.75 (ASTM C-143) 3.7 (ASTM C-231) - (ASTM c-138) 60 (ASTM G-1064) 42 Truck No. Ticket No. 112 8 2 Time .010:40 No. CY represented.... Water added. gal. V ■ . q Concrete Sampled (ASTM C-172) F Cylinder Curia ASTM C-31) tested, & Cylinders Cast ASTM C-31) Field Cure Date Cast 3/16/98 Temp Range,Off' ..... 60--80 Time 11: Lab cure from. _ **B McGowan Date Received.....O..3/17/98 Sample No.... Cylinder ID 980055A 98(3C355II 9$[}0550 9soos5D 98005 Cy I index iam (inches) 6*02 6402 LAB -ORATORY ``EST DATA (ASTM C-39) X -Sec area (sq in) 28.46 0.00 46 . 28.46 Total. (lbs) 400 Fracture Type Con i r-qa I Conical Date Tested 3/23rgs 4/13/98 4/6/92 3/30/98 r ir Reviewed ,.j �-- IDAHO 0 'WASHINGTON 0 ORE N * WYOMING 0 MONTANA a UTAH Age comp Te -tet Str (days) (psi) 2440 28 0 21 3460 14 3090 * NEVADA r i GEOTECHNICAL ENGINEERING &MATERIALS TESTING 4460 Kings Way ,h u b husk, Idaho 83202 208 237-3400 Fax 208 -3449 CONCRETE CYLINDER TEST REPORT Report RICKS COLLEGE PHYSICAL PLAN' BLDG Rexburg TD 83460 Po3t Contractor, Structure: Location: Administration Building omm� i a l Genera i Shearwall level I L e/340 MATERIALS AND MIX DATA Reported by waiters Ready Mix Mme" No. * * w -o 513 Sac. . #-a564 lbs Cement.150061Ashgrove Type Admixtures. - t Polyheed 997, 92 RC97 Specif ions in..,. 8 max Air Cont, +/- one Supulier.*#*..a Method -Fi ung. i~ -0 Agg Source 4F ' a. 0 # f Water* i f # i f . i Required strength, ps Report No... Date . a . * . ... 4/9,9 FileNol......COLRIC Invoice N*,.130-980101 Walters Transit N/A Ready Mix City Well day,, -0t# 28 day..... 4000 FIELD TEST DATA Slump, .*; 7 .5 (ASTM -143) Truck No,*,.,,,,, Air Cont, % 3.6 (ASTM C-231) Ticket No. 06000-11375 Unit Wt, pcf (ASTM C-138) T i I me Batched****..,,..12:00 PM Conc Temp,OF 62 (ASTM C-1064) No. CY represented...6-75 Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-3-1) tested, & Cylinders Cast (ASTM - l' Date Cagt... 3/30/98 @ Tem Time ;# 12:20 PM Lab cure from: McGowan Date Received.........3/31/98 Sample No,.,, Cylinder I Cyl index D -Arz { (inches) LABORATORY TEST DATA (ASTM C-39) -Sec Area (sq in) 28-46 0.00 0,00 Total Load (lbs) 88260 Fracture Type Reviewed Date 'bested 4/6r9a 4/27/98 4/27/98 HOLD IDAHO o WASHINGTON • OREGON * WYOMING . MONTANA e UTAH a Age Comp Tested Str (days) (psi) 3100 28 0 28 0 GEOTECHNICAL ENGI EERI Z a MATO-RIALS TESTING 4460 Kings Way #3, Chub6uck. Idaho 83202 208 237-3400 1 Fax 208 237-3449 CONTE CYLINDER TEST REPORT Report t : RICKS COLLEGE PHYSICAL PL T BLDG Rexburg, ID 83460 Project Contractor, Structure:. Location: Administrat]"onB Commercial General Shear wall level II L . Reported by Walters Mix No,, o-.513 a.e...564 lbs Cement%****d . r Admixture s MBAE Polyheed Specifications Slumn i MATERIALS AND MIX DATA Type I Prakrete 957, 92 RC97 Canc Supplier. . # * * f Method of Mixing., # 9 Agg Source.........* Water Source........ ReportNo.,,.49 Date. f a*# f a 0 4/9/98 File ..*.*CLI Invol-ce N . . 130-980101 Walters Transit N/A Ready Mix Cl-ty Well RequLred strength, Psi 0 M 0 a dad A ir cont, % 3 +/- 28 day.... 4000 FIELD TEST DATA slump, ine.a 7.5 (ASTM -1, Air Cont, % 3.6 (ASTM -231) Unit , pcf - (ASTMC-138) Cone Temp { O ASTM C-1064' Air Temp, ' F 4 Truck No., *&q***06W*'qP22 Ticket No. ..#00%ev.- i -me Batched f& a 1P14P t yr 1 No CY ,. * 7 5 Wates added, gal. * . . Concrete Sampled (ASTM C-1,72) t Cylinder Curing (ASTM C-31) tested, & CylindersCast fASTM -Field Date Cast.. 3/30/98 @ Temp Range,, 0F......60-80 aL1220 Pm Lab cure *By B . McGowan Date Received.. ......3/31/98 Sample .a* J- er D 980065 linde D iam (J-nches) LABORATORY TEST DATA. (ASTM G-39) X -Sec Area Esq ink Tat a Load (lbs) Fracture Type 6.02 3100 28-46 4240 88260 Conical. 6*02 28,o46,120680 Conical 4 118980 Conical Reviewed Date Tested 4/6/98 4/27/38 4/7/9$ HOLD Age Comb Tested Str (days) IDAHO @ WASHINGTON . OREGON * WYOMING * MONTANA * UTAH 0 NEVADA 3100 28 4240 28 4180