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Home My WebLink AboutSTRATA - CONCRETE CYLINDER TEST REPORTS 30-39 - 97-00029 - Ricks College - Administration BuildingI .9 " E H I AL ENGINEERING . TER IAL TESTING 4460 Kings Way.101 DUNN, ldak 83202 208 237-34f0 l Fax 208 231-3449 Report RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, TD 83460 Pro' ii ion Building Contractor.@ Commercial General 5truuttire-. Foundat'fir wall Location: . MATERIALS AND MIX DATA Report leo , , . 3 0 Date........10/20 97 Fide No.....COLRIC Invoice No..130-970312 Reported by Walters Ready Mix Cr. Walters Ready Mix M# x No S 13` Melt -,nod o -.f Mixi-ng. . Transit Sacks...*1 Sources........* N/A Cement......Ashqrove Type I Water of##***#. City Well Admixture s a # Prokrete Poly eel 1 Srecifications Required streSgt , psi day Air+ _1 22 day.... 4000 � � i`I! d1PRF � � Wi .�E +.A!! a a ._ � �I�Yr � �! �! �i �6 ilk •moi �F �a 11� X11 T! T _ : SIF �l� .i�r a '� _ _ _ _ Slump[ 111tfit 6.75 Pair Cont, % 3.5 unit wiltr Dcr - Conc Temp,QF 70 Air Temp,°F 60 FIELD TEST DATA (ASTM C-143) (ASTM C-231 (AOTE b-1 0) {ASTM C-1064} ,K Truck Noy Ticket Noe qev-ww*,0 W9665 v No. CY r epee t water added ,f gal * * * & 9 Concn�tL� Samplgd (ASTM G01.72) Cylinder QVr;�Ij (Z�5TM C�31) tested, & Cylinders fast ASTM G-31) Field Cure, days..4001 Date Cast.. 10/15I97 @ Temp Ranger °F.....60 -8D T1 MLS .. �;�D Ply Lib CUEC r1QM* . By .. B McGowan . Date Received.....,10/1?f 97 Sample No..01 Cylinder ID 702 9702 9702670 7 <;� 2 -7 97D267 LABORATORY TEST DATA (ASTM C-39) N'PllLqfQ lldLQ lige�at Totdi Load Tvf)4�Tested TestedSti (lbs) _(days)-- (psi} 89460 Conical lb/23/57 7 3140 11/13/97 28 0 11/13/97 28 0 HOLD Kz s GEOtECNNICAI €NGINEEAING S MATMAL9 TNT10 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237-3400 l Fax 208 237-3449 Report Project: Contract-orlb ., Structure: LQ�atiofi,ib CONCRETE CYLINDER TEST RE. RICKS COLLEGE PHYSICAL, PLANT BLDG Rexburg, ID $346Q Administrat-ion Bu-Uding Commercial General Foundation/sheer wall UtL TaQ/b,5 Reported by Walters UL�# . * 0 * 1p 5 64 lbs ...#.#.e Admixtures..Prokrete KT15IALS AND MIX DASA Ready Mix Type I NMB Polyheed 997 Cone Supplien # Method of' MiKing Agg Source.,;....... Water Source.. Report No...30 Date........10%20%97 File No.....COLRIC Invoice No..130-970312 Walters Transit Ready Mix N/A City Well Specifications Required strength, psi iiimyl7r Air Cont, day.... 4000 slump, in... 6.75 (ASTM C-143) Air Cont, % 3.5 (ASTM C-231) Vnit 7 Iiif Y'il (llUlfl V-1do) Conc Temp,°F 70 (ASTM C-1064) Air Temp,°F 60 Concrete Sampled ASTM C-172), tested, & Cylinders Cast ASTM C-31) Truck No. ...........43 Ticket No. ..........9665 fi'mv iiivh1i111111111i*1ii fH No. CY represented...10 Water added, gal.....o Cylinder Curing (ASTMC-31) FieldCure, days. Date CaseTom Ran . Time . M Lab cure from-: By B McGowan Date Received . . . ,.. . . . 17/9 Sample No,..,. 970267 t ABORAT�7_ ORY (ASTM Cylinder Cylinder X -Sec Total Fracture date Age Comp ID Diam Area Load Type Tested Tested Str i nc t5 5q In 970257A 6.02 28.46 89460 Cortical 10/23/97 7' 314 9702678 6.02 28.46 12070 Conical 11/13f97 28 440 970267C 6,02 28.46 119320 Conical I1/1.3/97 28 4190 9 7 C3 2 +E 7 D HOLD 1 ,or UOTDONVI Rell[PINC. I UATIPIU- THTE. 4460 Kings Way 4-6, ChuChusk, Idaho 83202 298 231.3400 ; Fax 208 237v3449 report tool Project: Contractor Structure# Location. AICKS COLLEC2 PHYSICAL PLANT BLDG Rexburg, ID 83460 Administration Building Commercial Genera Shear wall G)L NoO)8*0 Reported by Walters Mix Nov ,,,f513 .. F fill S.--�r-kslCY6 5641 Admixtures..Prokrete M�:��i�ii�� Ready Mix Type T jet Conc SUPP 1 ier i e nt 1 I I I A.,gg Soup Ce a . • f .. * 4 # f Water Source. . 4 4 0 4 Report N0.8.31 Date. .......11/4/97 File No. 0 0 . .COLRIC Invoice NO*o13O",9,7O347 Waters TFqnl It Ready MJ.X City Well Polyheed 997 Specif is t ion q 'red strength, psi" slump, in 8 maw FIELDil"r TEST DATA Slump, in,..... 7 ASTM C--143 fir Cont, 3.9 (ASTM C-231) Unit W pct nor IJTN I - 110) Conc Temp,°F 60 (ASTM C -I064) Air Tempr°F 53 Truck.. Ticket No* 10050 TIPMU lltUhU P1 Nod CY represented...10 Water added, gal.......0 Concrete Sampled (ASTM C-172), Cylinder Cuing (ASTM C-31) tested, & Cylinders Capt (ASTM C--31) Field lure, days# # 0 0 V 1 Dates Cast.. 10/30/97 @ Temp Ranke, °F.....50-80 Time .. 1:8U IM IaL pure rom: By .. B McGowan gate Received...,....10f31%97 Sample No... 570285 (ASTM C-39) C VItIRa9f C��i��r �-sic TOt41 rr9CtUr'@ U lug C!OMD 2D Diam Area Laad. Type Tested Tested Str (I'nches) (sq in) -Lbs) (days) I , 9702$5A 6.02 28.45 100060 Conical 11/6r97 7 3520 970285B 6.02 28-o46 125960 Conical 11}27/97 28 4430 9702850 6,02 28,46 125620 Conical 11/27/97 28 4410 GEOTECHNICAL ENGINEERING & MATERiALS TESTING Q460Ki�p��N��, Ch�6bu��,l�aho 9404 208 237-3400 Fax 208 237-3449 Report to: Protect; Contractor. Structure,. Location'.dp �lotim 1!1 ;i; - RICKS COLLEGE PIiYSICAL FLiNT BLDG Rexburg, ID 83460 AdministrdtiQn Building Commercial Genera Shear wail cIz N.0I$.0 MATERIALS AND MIX DATA 511911y Mix mix N7 a. . 0 10� . 5 Sacks # & * # . Cement....teAshgrove Type I Admixtures..Prokrete No MB AE 90 IF Polyheed 997 t onc uppt -ier Me thud Hying .. . Water Source. & & & & i 0 Report Nog#vl File N....*I Invoice No..130-970347 I alters Tzansl".'t N/A lealy �ix City well Specifications r n , 3 - UM Iw AJ -r Cont, 28 day.... 4000 �I1LD TJT DITI Slump, in... 7 (ASTM 143 Air Cont, % 3.9 (ASTM T1 Unit Wt, pcf (ASTM -138) Cone Temp , O F ASTM C-1064) AirTemp,'F 53 Concrete Sampled (ASTM C-172), tested, & Cylinders Cast ASTM C---31) Date Cast... 10r�{��197 f Truck No. Time Batched..... ... 4# No. represented. . # . 1 Water added, galvevqvo Cylinder Curing ASTM C-31) Field Cure, #..*.1 r-0 i I i 9 -vin 0 u § Nj Ibi f11111ii ii Time Lab cure from: By B McGowan Date Re,cQ ivied wlQ/31�97 LABORATORY TEST DATA. Sample N.*. 970285 (ASTMC-39) C f linden C linden -Sec Total Fracture Date Aie co 7 ID Di'am Are.=. Load Type Tested Tested Stn (inches) (sqin) (lbs) (day 6.02 28.46 100060 Conical 11/6/97 7 3520 B 0.00 il/27/97 28 0 9702850 0.00 11/27/97 28 0 Ra as _ aa� Reviewed Vor E TE H 1AL ENGINEERING # MATERJALS TESTING 4460 Kings aChubbu-ckl �daho 83202 208 237-3400 / Fax 208 237-3449 Repot to, Pro' eco 6 Contractor# Structure: Location# RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Administration Building Commercial Genera Foundation/Shear wall. G/L QwO/6*0 Reported by Walters Mj. T% &48.513 i. lbs r F W Polyheed Specif is ions MATERIALS AND MIX DATA Ready Mix N M3 997 Cone Supplier....... Method of Mixing. 111or louf Do* V V W V f f RQFQzt Date.48.,...1114/97 File N0.....00LRIc InvQice Noi&130-970347 Walters Reader Mix Transit N/A 0 t*O,9 All Required st�en4�4 r yr�� S1ti,.##8 max 7 day,,6 AIr Ccn-�,, 1 28 day. a .. 4000 FIELD TEST DATA Slump, Air Cont, % 3,,6 (ASTM C- . Unit Wt, fcf n/r A5TIJ �;- j i.-% ) 77.I i Conc Tm,O60 (ASTMC-1064) Air , O Truck No. Ticket iso. *@.#*vwv**1 TIMC DfttC I YN Nb. CY ...1 Water added, l . . . # . Concrete Sampled (ASTM -172), Cylinder Curia ASTM Tl testedf & Cylinders Cast (A -STM - Field Cures .;.#.1 Date Cast, 16 10/30/97 @ Temp Range, OFeoeaoue-0-80 T iLe 2:55 By B McGowan Date .......1/31/97 amp l a o * f Cylinder ID 7 702 970 70286 Cylinder Diam (inches) LABORATORY TES's' DATA (ASTM C-39) -Sec Area t k sq Ln Total Lead (lbs) Fracture Type 6,aO2 28.46 98400 Conical 6.02 28-46 122940 Conical 6.02 28.46 122660 Conical "I'S Reviewed Date Tested 11/6/g7 1127/97 11/27f97 Age COMP Tested Str (-.days) (PS3.) 3460 28 4320 28 4310 i GEOTECHNIGAL ENGINEERING &MATERIALS TESTING 208 237-3400 1 Fax 208 237-3449 CONCRETE CYLINDER TEST REPORT Report to: RICKS COLLEGE PHYSICAL PLANT BLDG RexburV, ID 83460 d. t : in]"-tatBuilding Contractor; Commercial General Structure: Foundation/shear wall Location* Q*0/6.0 MATERIALS AND MIX DATA Reported by Waiters Ready Mix M 40 -L iR a * . V 13 . . a * a 5 64lbs CementleeomosAshgrove Type AdmixturesotProkrete Polvheed 997 Spec 4'cations Slump, in,,,.. 8 max Air Cont, + one Suppi i r# in 0 * a a r Method Mi'i nuu, 110flFIR-9 is & 0 - Waterounce. -,.#dwis . eport *. 32 Date...**...11/4/97 4 Invoice o1-970347 Walters Transit K -f a Required strength, psi Ready Mix Well cfs,** 28 day.... 4000 - ' FIELDTEST DATA Slump, in,, . 6 * 7 5 (ASTM C-143) Truck No. Air Cont,(ASTM C-231) 1 Unit Wt _ f Cane Temp, Oyya rel �'7. r fi l L n,atc - # .. �-P45 PM * * # i(ASTM -� Air Temp,OF 55 No* CY represented.o.10 Water added,gal.....0 Concrete Sampled (ASTM C-172), Cylinder Curinq (A -STM C-31) tested, & Cylinders Cast (ASTM C- Date Cast.* 10/30/97 @ Temp Range, O Time .. 2-t*P,55 PM Lab By 6* B McGowanDate Received..... Sample *** Cylinder ID 7 2 9702860 D in.der d ('inches) 6.02 LABORATORY TES's' DATA (ASTM C-39) X -Sec encs (sq in) 28.46 0.00 . 00 Total Fracture Age comp L C -,.a dDate Type Tested Tested (lbs) (days) (PSi) 98400 Conical 11/6/97 7 3460 11/27/97 28 0 11/27/97 1 1 Reviewed f D H0 a WASH f NITON a OREGON • WYOMING f I 4 MONTANA e UTAH NEVADA i 4460 'Ray , Chubbuck, Idaho 83202 208 -3400 Fax 208 237-3449 CONTE CYLINDER TESD" REPORT Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, TD 8360 Project: Administration Building ContraCt4rt �e�e�dl Structures: Shear wall Lavation: G/L K,5/4.0 Reported by Walters Mix NoSacks/CYt# 5641bs Cement.,.esr Admixtures-0-Prokrete vlynncu Slump i. MAV MATERIALS AND MIX DATA Ready Mix Type I N , M$ PSE �JI 9H Cone Supplier....... Method f' * . Agg Source.* Water Source Report No...33 Date...6062611/4/97 File No.....COLRIC Invaic2 N66.130-970347 Walters Transit N/A Ready Mix City Well Required r, psi Air Cont, 28 day b * w . 4000 FIELD TEST DATA i Slump,� (ASTM -143) Truck No. Air Cont, 6 TC -231) Ticket No. it r (ASTM C-13 Conc Temp,OF 60 (ASTM C-1064) T4me Batched......... 2 Air Temp,"F 45 No,, CY represented..* 10 Water added, a Concrete Sampled (ASTM C -172)r Cylinder Curl'ng (ASTM C-31) tested, & Cylinders Cast (ASTM C-31) Field Cure, days. IF 6 N a I Date Cast, . 11/3/97 @ Temp O Time . 1#1 AM Lab cure from* By .� McGowan *.......11/4/97 Sample No,,.,, 970310 LABORATORY TEST DATA (ASTM C-39) Cylinder Cylinder "7- - S e c Total Fracture Date Age comp yam Area Load ' v-ne Tested. 6tr a. (lbs) (days)(psi �EMU..___ 970310-A 6.02 28-P46 93740 Conical 11/10/97 7 3290 970310B 6902 28,p 46 116320 Conical 12/1/97 28 4090 970310C 6*02 28-46 1 2L 2180 Conical 12/1/97 28 4290 71 111:3D Reviewed lbv: WYOMING & MONTANA UT NEVADA i F MI�+� & NIALS TESTING hA 208 237-3400 / Fax 208 237-3449 CONCRETE CYLINDER TEST REPORT Report to: RACKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Pro o , BuJ-1d-L"ng Contractor: mmr i l General structureShear wall . Location. L K*5/4*0 ReportedWalters Mix No.. ....513 Sacks/CY 5 64 Cement0**,Wd,.Ashgrove Admixtures.. -0 Prokrete Polyheed MATERIALS AND MIX DATA Reade Mix Type I N MB 997 Conc Suppl' t .. O;ifo Methodof Mix * . Water Source........ ReportNo...33 Date. #&.#4h0111/4/97 File -b-.#.. R IrIvol'CO No..110-9703 W a 1 t e r s Transit N/A Read . r6�L City Well r PS -L 7 dayedes max F 4000 alu f i. i FIELD TEST DATA Slump, i .,.; ASTM C-143 w Aa -r Cont,(RSTM_ Unit Wt, pcf n (ASTM C-138 Conc Temp,OF 60 (ASTM C-1064) Air Temp,OF 45 Truck No. **660060#*646 Ticket o* MEMO&& -&+0+-101.82 i Batched*.,,*****#2# Not CY represented -.##1 Water added,gal.....O. PM Concrete 8ampled (ASTM C --172)r Cylinder Curing (ASTM C-31) tested, & Cylinders cast (ASTM C-31) Field Cure, days.....1 Date Cast.. 11/3/97 Time ... 1:15 AM @ Temp Range ....*60-80 By 6% B McGowan Lab Cure Date Received0..,,.,,,,,11/4/97 SaMple Noo�% Cy.11-inder ID 1 1B 9703100 970310D 970310 l index an (inches) 16-02 LABORATORY TEST DATA (ASTM C -fig ) X -Sec Area (sq ire) 28-46 . 00 0.00 Total LcCa (lbs) 93740 Fracture J- Conics l Reviewed Date Tested 11/10/}7 12/I/97 12/1/97 IDAHO & WASHINGTON 0 OREGON *WYOMING & MONTANA * UTA H - NEVADA Tested Str (days) (PSL) 3290 2828 0 BULD I GEOTECHNICAL ENGI EERI & MATERIALS TESTING 4460 Kings Way, Chubb -u, Idaho 83202 208 237-3400 / Fax 208 237-3449 mill � N��ND�'it TEST REPORT Report RICKS COLLEGE PHYSICALPLANT BLDG Rexburg, ID 83460 Project: Administration Building Contractor; Commercial General Structure, Shear wail Location: L . Reported by Walters Mix No. ..*1 sacks/CY*19*5641 Cement-0.0�***Ashgrove AdmixturesoaProkrete 1. Ready Type i 997 ATERIALS ANDMIX DATA Conc Supp 10 Method of Mixing.... Water Source........ ReportNo...34 Date . * ... . , 11/4/9 File o...,. I Invoice . . 130- 70347 Waiters Transit N/A Ready mix C X ity well Specif ications Slump, i fired strength, psi Air Cont, 3 7 day.... 28 day. 4000 FIELD TES DATA Iu #•* _143 ) Truck No.. - (ASTM —231 Unit23 t, c r `� . oa* 0** *#*.10240 Conc Temp,OF 60 (ASTM Air Temp,OF 55 No. CY represented # . # 1 Water added, l..... Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31 tested, & Cylinders Cast (ASTM C-31) F ield Cure, days . V * a * I Date Cast... 11/5/97 @ Temp Range, OF 60-80 Time 11-900 AM By B McGowan Lab cure from.. Date Received,, . # i t 4p f 11/6/97 Sample .... 970311 LABORATORY TEST DATA (ASTM c -39j Cylinder Cylinder X -Sec Total Fracture Date I'D ni'am Are- Age comp (inches) CL Load Type TL. e s e Testetd Str I (days) (psi) 970311A 6*02 28-46 76220 Conical 0.00 7 2680 703 1-1C 0.0012/3/97 28 0 11 12/3/97 28 0 Reviewed : 11)H0 -5 WASHINGTON * OREGON * WYOMING * MONTANA 0 UTAH @, E ADA GEOTECHNICAL ENGINEERf & MATERIALS TESTING 4460 Kings Way 13, Chubbuck, Idaho 83202 08 237-3400 J Fax X08, 237-3449 Report Project, Contractor: Structure* Location: CONCRETE CYLINDER TEST REPORT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg., 183460 AcIm-Lni-Stration Building Commercial General Shear wall L .� MATERIALS AND MIX DATA Report , * . .*.i.80.Dv*x.1/4/97 F 14le No. LI Invoice *.130-970347 ilt- Rudy Mix Mim Not ft*-Wosi� Conc SuDDier Walters_�;*� _ IIx Sacks/cy 564lbs Method of Mix -L. Transit Agg Cef # ounce f.. ... h a rt +k`� 41` r Type I Admixtures.-* Prokrete N 4- MB AR 90 C*ty WellIfPolyheed 997 7 -ions Required strength, ps slump, I6*0 8 max it Cont, 1 7 day a i # f 28 day * v . a 4000 FIELD TEST DATA lump,7.5 (ASTM C-143) i, '*' -231) Truck STM Unit Wt. Pc -f n/r (ASTM C-138) -LCX 0 4 W*10246 Conc Temp{ (ASTM -106 Time o*%i*...0.10: AM Air Tempi r t d...I Water added, gal dpo o i Concrete Sampled (ASTM C-172), tested, �. ice, a(ASTMField der iCure(ASTM C-31) Date Cast, 11/5/9 days f . ; ... 1 T@ Te Range, O .. . 1 1 By a ls McGowan Lab cure fromip ate e pry. i ved Sample N-,*, Cyi index I 970311 I inder D i am (inches) LKBURATORY TEST DATA (ASTM C-39) 16,,.02 28.46 970311B 0000 970311C 0600 970311D 6.02 2.46 Total Load (lbs) 76220 94000 Fracture Type Conical Conical Reviewed Date Tested IDAHO 'I WASHINGTON a OREGON * WYOMING - MONTANA & LJTAH - NEVADA Age Com Tested (days) 2680 28 0 28 0 12 3300 GEOTECHNiCAL ENGINEERING & MATERIALS TF=TfN 4460 Kings Way , Chubbuckr Idahij 83202 208 237-3400 / Fax 208 237 -3449 - CONCRETE CY 37-3449 Report , Pro3ect-,, Contractor: Structure; Location: CORET L I REPORT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, 83460 Administration Building Commercial General Shear wall L N.0/4aO MATERIALS AND MIX DATA Date, . a * a A * # 11/4/97 IleNo* -W,;a COLRIC Invoice *0.-970347 Repor`U-ed by Walters Ready Mix Conc Supplier. Walters Ready M* Mix No. 040IS13 Method of mix' Ix Sacks..;*.1 Cement-%#,1,V&&Ashg.rove Type I * * "' *" * N/A Admixtures.,. Pr ; MB AE 90 Water Source, City Well Polyheed 997 if ications Required strength, psi - Air Cont, 7 day*... 28 day.... 4000 FIELD TEST DATA Slump, ■ ,.# . 7.5 (ASTM 0-143 (ASTM -231) Ticket No-, Unit Wt, Pcf n/r (ASTMC-138) .1 T -L n Temp,OF(ASTMC-1064)*# e10*00 AM Water addedr l . , . * o Concrete Sampled (ASTM -bested, l Cast �Curing(ASTM C-31) Date Cast.. 11/5/97 Cure,Field days...*. Time @ Temp Range, 01F .,... * .. 60,8 Lab Cure from: Date Rete i d ........11/6/97 Sample No,,,, Cylinder I 970311 - Cy 1 inde r 70311 Cylinder 1a inches) L��sux�.�'UxY TEST DATA, (ASTM C-39) X—sec Area iso "in) 970311A 6.02 28.46 970311B . 416 703110 6 * 970311D 6*02 28e46 02 28.46 IDAHO -w WASHiNGTON Total Load (lbs) 75220 1-1625p 1170(3 94000 Fracture Type -�__�_ Conical Ccnical Conical Conical OREGON WYOMING by Date Tested 11/12J97 12/3/97 X2/3/97 11/17/97 0 MONTANA e UTAH 0 NEVADA Age Coma Tested Str (days) 7 2680 28 4080 2$ 4110 12 33(3U GEOTECHNICAL ENGINEERING & MATEHIAL Tr::STING 4460 Kings W , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 fiCRE T CYLINDER T REPORT Report RICKS COLLEGE PHYSICAL, PLANT BLD Rexburg, D 83460 Profect: Administration Building Contractor* Commerrial General Shear wall Location: -K # 2 MATERIALS AND MIX DATA Report No., -.35 Date.#....##.12/3/97 File N*6... Invoice No . . 130- 703 1 Reported by Walters Ready Mixo + .Ler.eao-s# Walters Ready Mix ticks . ; * . 1 � �� ' Tri Cement 1. 1P 6 -W * -W A s hgro ve T ype T Agg Source. N/A Admixtures,o�rt ; Water Well Polyheed 997 Specifications RequI-red strength, ps slump, ' I. * .8 max Air Cont, 7 day * . * ,0 28 day-e-eae 4000 FIELD TEST DATA . . . 7 11 (ASTMC-143)ir Cont, ff . ,L Unit W, Pcf r ASTMC-138) Cone Temp , O ' TM -1 06d.) Air T , O Concrete Sampled (ASTMC-172). t., & CylindersCast ASTM C,31) Date Cast,,, 11/25/97 Time ..11-00 AM By dp* B McGowan Sample No* 0 0 Cylinder I 970331A 97033113 9703310 1 970331 Cylinder a (inches) i 02 LABORATORY TEST DATA. (ASTM C-39) vRr-sec Area (sq 'in) 28.46 0-0 Oc #0 Tots I Load (lbs) Fract�r Type Con' -.l Conl".. Conical Reviewed Truck N. �f ��. �' Ticket No. .#.10690 TimeBatchedesaws.....10:30 AM No. CY represented.*4b11 Water added, gal.aa Cylinder Cur ASTM C-31) r Field. Cure, . , . * .. 1 Temp Range, OF,... e ; - Lab cure from: Date Received -,,F,&&.,,,,11/26/97 Date 'Tested l2/2/97 X2/23/97 12/23/97 IDAHO -P WASHINGTON * OREGON -6 WYOMING - MONTANA * UTAH -0 NEVADA Age Tested (lovajr 7 28 28 HOLD comp Str 2290 0 0 i E TE HW AL ENGINEERING a MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 Fax 237-3449 CONC TE CYLINDER TEST REPORT Report RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Pro f -t : Administration Build' Contractor-, COmrnercial General Ln t t r , .r wall Location: 4 MATERIALS AND MIX DATA Report .. Date.......,12/3/97 File No* COLRIC Involve * 1-970381 Reported by Walters Ready Mix Mix No. $ # . * 513 Walt,ers Ready Mix Method of Mixing, . . Transit Cement*.W***0Ashgr0v-e Type T %-& Source N/A Water 1 AdmixturesooP E AE 90 C'ty We -11 Polyheed 997 i*.cations Required strength, i Air Cont, 7 day,...,,, 28 4000 FIELD TEST DATA Slump, in... 7 (ASTM C-143) Truck No. Air Cont, 3.7 (ASTM C-231) Tjl'cket No. Uni-t wt, Pcf n/r (ASPM -138) Time 10690 Cork Temp , O F(ASTM. # 10-30 Air Temp, O 4 r , .. 1 Water added, gal . . . .' . o Concrete Sampled (ASTM C-172), Cylinder Curling tested, & Cylinders CaLSt (ASTM , 1 i � C-31) .date a ., _11 u � aw.o..(ASTM I Time ., 1-1:Range, O.,,##- 80 By McGowan Lab cure from; Date Received........11/26/97 Sample No... l i rider ID 970331. 1 703310 970331D 970331 Cylinder Diam 4-%%N j-nc 6.02 6.02 6.02 LAdUxATORY TEST DATA (ASTM C-39) X -Sec Area n) a Total Load lbs) 65280 11860 1-33620 Fracture Type Conical Conical Con ical Date Tested 12/2/97 X2/23/97 12/23/97 IDAHO # WASHINGTON !6 OREGON -0WYOMING T pA . TAH # NEVADA Age Comp Tested Str 2290 28 4630 28 4690 HOLD GEOTECHNICAL. ENGINEERING & MATERIAL5 TESTI NG 4460 Kl*ngs Way , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Report Proi ect: Contractor Structure: Location: CONCRE CYLINDER ST .SPORT Rzcxs COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 dirt ion Buildj Commercial General Shear wall G/L L**. Reported by Walters Mix No.., O . * . 1 Sack- -1bs Cement**%00*Ashgr0ve Admixtures.aProkrete ld MATERIALS AND MIX DATA Ready Mix Type I 997 COnc Supplier, .0*0.00 Method of Mixing. .. Water Source........ ReportNo...36 Date,., # , , , , 1 FileA...;I Invoice ,,. 130-970381 Walters 'Transit LVA i C-Lty Well Specifications Renu i r d stren,i Slump, 8 max Air Cont, % 3 day... . 28 day * 4000 FIELD TEST DATA Slump Air LTi. ,O Air Temp, O 6675 (ASTM C-143) 3 . 3 (ASTM c --z31) n/r (ASTM C-138) 59 (ASTM C:-1064) 40 Truck 00 f . a i*.0 0 Ticket No., 06410695 Time Batched.,-,,,, .f41i No. CY rrd* , . J Water added, l .. * . . V.V Concrete Sampled (ASTMC-172),testedder Curing (ASTM 1 Cast (ASTM C,31) Field cure, clays, Date Casta. 11/2S/97 @ Temp Range, `F.....60-80 Time So 12900 Pm Lab cure from: By #. B McGowan Date Received* . # 7 Sample .., Cylinder ID 9703328 970332 70332 Cylinder iam r 64.02 * 02 0 LHtstixHl'UHY TEST DATA (ASTM C-39) X --Sec Area Total Load 1 480 12460 700 Fracture Date Age COMP Type Tested Tea ted Str ,'days)(PS*11 Conical 12/2/97 7 2200 Cocc)nical 12/23/97 28 4380 al 12/23/97 28 4380 HOLD IDAHO -6 WASHINGTON 11 OREGON • WYOMING a 11 i s MEOW � a I a GEODE H I CAL EN1 � ERJ G & MATERIALS TE TN 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83450 Proj t : Contractor: Structure Location Admin]"-stration Building Commercial General Shear wall G/L L., MATERIALS AND MTX DATA Ova ReportNo,,.36 Date.......,12/3/97 File Not.#..I Invoice ..130- 7038.1 Reported by Walters Ready Mix Conc mix NO-* 4-0-a*513 Method of Mixing..*.. Transit li t.....O. Walters Ready M' Sacks/CYM8005641bs Agg Source'. 0 -M 0 0 a 0 0 &.0 N/A Admixtures..-* Prokrete N; MB AE 90 Water Source. .0 0.0*City Well Polyheed 997 Slump, . . iStrength, psi 8 max Air Cont 28 day, 4000 FIELD TEST DATA i. 6,7S (ASTMC-143) Truck No. A ir Cont, % 3o3 (ASTM -231 ��t t�Tit � . � .. db .10695 (ASTM' -1 Conc Temp,DF ASTM --.1064o. . # . -11 * A! A2' -.r Temp, OF 40 esented Water added, gal..... Concrete Sampled (ASTM C -172)r Cyll'nder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM -1 Fier Date Cast., 11/25/97 @ Temp Range, O By 4** B McGowan DateReceived.......,11/26/97 Sample ,..,,, Cylinder I 9 703 32 C 970332 Cylinder Dia (inches) LABORATORY 'TEST DATA (ASTM C-39) -Sec Area (sq in) 28.46 Tested f 00 0*00 Total Load (lbs) 62480 Fracture Type Conical nical Coni -cal Reviewed b IDAHO ; WASHNGTON 0 ORFGON 0 WYOWNG - MONTANA HOLD M. Tested Tested Str (days) 12/2/97 7 2200 12/23/97 28 0 12/23/97 28 0 HOLD i GE4TECHNICAL ENGCNEERiNG &MATERIALS i'E5i9NG 446D Kings My #3, Chubhucki W2hn 83202 208 237-340 /Fax 208 231-3449 COCRE CYLINDT REPORT Report to; RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Proi Administration Building Contractor: Commercial General Structure: Shear wall Location* G/L DoO/8,0 MATERIALS AND MIX DATA Report No...3 Date, . 9 * # a w • 10/9 File #. met L IE InvoiceNo,,.130-970391 Reported by Walters Ready MixConc t Mi 1 � # * � Ready Mix Sacks/cy....5641bz Method 0 f Mixing*.*.. Transit Cemento-6*69*Ashgrove Type 1 Agg Source. ... 04*dLao Is N/A Water Source . . . . . . . .I mixt ur ib 4Or ; Well Polyheed 997 u , i . # . max Required strength, Ir Cont, % 3 day... 4000 FIELD TEST DATA Slump, I j -n. 8 (ASTM C-143) Truck Nod o&o4&o*.v#* Air Cont, % 3.1 (ASTM C-231) i I Unit r v6*.940#.-W1 Cone Temp, O " 61 Time Batched... -..,..,..,1:12 Air Temp, O 42 No. CY represented . . * , 5 Water added a l ..... o Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) tested, & Cylinders Cast Ti - i Date Cast., 12/5/97 @ Temp Range, OF......60-80 2&00 pm Lab cure from: By lo B McGowan Date Received......,,12/6/97 Sample No* a# Cylinder 7033 9703390 703 97339 Cylinder �a mn Inches) J-ditsUr€xToRY TEST DATA (ASTM C-39) Total Load lbs 8250 117640 1180.0 Fracture Tire Conical Conical Conical Reviewed b Date Tsm. c:�+ %%., %... 12/.012/97 1/2/98 Age Comp Teste tr (days) (psi) 2890 28 4130 28 4150 HOLD IDAHO 0 WASHINGTON * OREGON -* WYOMING * MONTANA * 1JTAH -8 NEVADA GEOT-ECHNIGAL ENGINEERING &MATERIALS TESTING 4460 Kings Way 13, Chubbuck,, Idaho 83202 208 7-3400 Fax 208 237-3449 Report ta = RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83450 Pro Contractor A Structure# Location, Administration ildin Commercial General Foundation Wal l L E.0/3,0 MATERIALS IX DATA Report o . . .. Date, r * 9 * # 0 s 12/23/97 File No* .0a*LI Invoice Nov6130-970404 Reported by Walters Ready Mix Conc Suppl Walters Ready Mix Mie No. ....513Sacks/C"17 a -o * W 0 Method Mixing * . Transit A99 Source,..**0.00N/A Cement*WftS.vk6Ashgrove Type I Water Admixtures Prokrete N; MB AE 9 0 P-olyheed 997, Hot Specif 11cations Required strength, psi .in... 8 max fir Cont, +- 7 day**** 28 day.... 4000 FIELDTEST DATA .... 7.25 (ASTM -143) Air ,, * 1 ASTMC-231) it Wt,pcf- (ASTMC-13,8) Conc Temp,OF ASTMC-1064) Air Temp{O F 32 Concrete Sample. ASTM C-172). tested, & CylindersCast ASTM Date Cast., 12/16/97 Time .. 1:15 By #* B McGowan SampleNo,,,, Cylinder I B 9703530 970353 Cylinder is m n,.-. , hi Frock No. Ticket No,. Time .. .... . # 12:44 P No. CY represented...10 Water added, Cylinder C-31) Cur i T C-31) Field Cures days.....1 Temp Range, 0F.....60-80 L ..#.. - L cure from; Date Recti ivied . . . * .. . . 1 1 7 LABORATORY TEST DATA (ASTM C-39) - tic Area q�� n 4 7h IDAH'0 i WASHINGTON Total Load -- k lbs) 72020 OREGON Fracture Type Conical Conical Conical a WYOMING] Date Tested 12�23rs7 1/13/98 1/13/9828 0 Ade comm Tested Str 2530 28 0 HOLD ed by•of MONTANAa UTAH e NEVADA i GOEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way 13, Chu6buck, Naha $3202 Report P Contractor: Structure; Location r��ONCRETE CYLINDER TEST REPORT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID $345 Administration Building COMmercial General Foundation Wal l G/L $0 MATERIALS AND MIX DATA ReportNob,..38 . Date *a0V0.1Pa41 File L 7 o ♦ ■ i f # COL I InvoiceNo..130-970409 Reported by Walters Ready Mix ....513d ;_ Sacks/CY....5641bs Method Of Mixing * a * m Transit Cement*6.**@Ashgrove T ype I Agg Source. -W a N/A Admixtures $ - P Water Wel Specificat" Polyheed 997., Hot H20 .Lons psi Slump, i,, ., , 8 max Required strength, Air Cont, 3 7 day....28 day.... 4000 FIELD TEST DATA I A F 2- n, 7.25 (ASTM C-143) Truck No. (ASTM - Unit - -� Tie I' Conc Temp. OF 60 (ASTM C-1064) Air fo *.*1 Wates added, al..... COncrete Sampied (ASTM tested, & Cdr �.(ASTM . y�- �c � T� � 1 - 1 Date Cast,,., 12/16/97 @ Temp Ranger O....,,-60-80 Time l ovis PM ' McGowan Lab cure from, Date Received........ Sample *,., l index ID �_�._- 9703530 97 Cylinder JL (inches) . 02 LxzDvrcxTvxI TEST DATA (ASTM C-39) X - Ar (sq -n Total � Cd (lbs) 72020 Fracture T11-1 _-�_ Coni'cal Conical Conical Rev" Date d. 12/23/9? 1/13/9$ 98 IDAHO a WASWNGTON 6 OREGON v WYOMING 9 MONTANA a' UTAH -0 NEVADA Age Co Test (days)SI 530 28 0 IL i GEOTECHNICAL ENGINEERNG & MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 832.02 208 237-3400 Fax 208 237-3449 Report t Project- Contractor, ro t nt r ac Structure. Location.ft ear CONCRE CYLINDER TEST REPO T RICKS COLLEGE P�iiiin-D r ANT BLDG Rexburg, ID 83460 Administration , u l Commercial General Fou tmon Wall G/L E,. MATERIALS AND MIX DATA Ai Olt IMID 000 ]1 Date.. . # -W a 0 a 9 12/23/97 File 000*# Invoice . # 130-9 70409 Reported by Walters Read y Mix Mix . -*##5Supplier ers Read y Mix Sacks/CY....5641bsMethod of Mi � Tr ansit Cementi o,w• $ f Source. .. i t *, i fN/A Water Source..t ..... E Well Polyheed 997 Hot Speci'fications Required strength, psi slumpf-i..08 max conte 1 7 day,.,,,,, 28 i. 4000 FIELD TEST DATA slump, Y a... ... 7.25 (ASTMC-143) (sq in) Cont,Air % 3.1 (ASTM - ruck No.#•i#} Unit wt, Ticket �-138) 10898Cork T. F(ASTMT.LBatchedisa*;6*. 012-44 Pm Air T,O o- CY represented... Water added, as l . . . . n Concrete Sampled TM - 172) 0 W t l finders Cast l mdse Curling (ASTMC-31) Date Cash* 12/16/97 Field Curel days#& -W.01 Ti T Range, O �� - By • 19 Lab cure Emma Date Received.......,12/17/97 Cylinder I 9703530 970353 Cylinder D i a Inches �,nn•�nn.i�rt� '1`E5T DATA (ASTM C-39) X -Sec Area (sq in) 28.46 28-46 28-46 Total Load lbs 72020 1 040 1-12900 IDAHO * HI TON 9 OREGON Fracture Type nj -Cal conw � l Coni -cal WYOMING Dat Tested 12/23/97 1/13j98 x/13/98 0 MONTANA 0 UTAH * NEVADA Tested %00,OMP Ste (days) 530 28 4320 28 3970 i GEOTECHNICAL EiVGINEEAEtVCx & MATERIALS TESTING 4460 Kings Way #3e Chu{JUui.k, Idaho 8320 20$ 237-340 Report to, Pro 3 t Contractor: Structure: Location* CONCRE CYLINDER TEST REPORT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Administration Bigildin omm. � l General C01umn L #6 Report No...39 Date . & 9 * % . v. a1/2/98 File #&.,*L1 I no]-. e 130-9,80001 MATERIALS AND MIX DATA Reported by Walters Ready mix Ml*x No.Walters#. sacks/C.Y..p.8 A g Source% . 0 6 0 & a N/A Method of M2 -xi -ng, Transit CementWW**4q.Ashgrove Type III Water Source........ I Admixtures.. Pro; rete N! mizt nv a in C'ty Well o1 heed 997, Hot H2O SPecifications Requl"-red strength, psi slump, in -090 8 max 11 -Lr Cont, - 28 FIELD TEST DATA day. 0 N 0 daymo*# 4000 Slump, i n.,-, 7.s (ASTM C-143) Tru Air Cont, & 6606*%*00028 Unit Wt. C-138) Ticket oqF&i,....##..10952 Cont Temp , O F 1064) Time Batched..... .. . . Air Temp,OF 32 No. cyrepresented..,..* Water added, .l . # . ,.. Concrete Sampled (ASTM C-----172), Cylinder Curing (ASTM C-31 teated, & Cylinders Cast (ASTM C-31) Field Cure, days.....1 Date Cast,,,, 12/30/97 @ Temp Range, OP,,,,,,60-80 Time .. 3:10 pM Lab cure from: Sample No... 970368 Cylinder Cylinder ID Dia -m (inches) 6.02 970368B 6*02 970368C 6.02 970368 970368E 1jr11JUxATURY TEST DATA (ASTM C-39) 28-46 comp 28-46 Str 28.6 (Psi- 0.00 3370 0.00 3,40 10AH0 IP WASHINGTON .9 Tota. Load (lbs) 95980 100800 1339so Fracture Type Co �l Conical Conical OREGON 'P WYOMING Date Td 12/31/97 1/ 1/96 1/6/'x$ 1/2798 1/z7/9s Age comp Tested Str (days) (Psi- 3370 3,40 7 471.0 28 0 28 0 0 MONTANA -b UTAH * NEVADA AK GEOTECHNICAL ENGlNEERINQ & MATFRIALS TESTING 4460 0gs Way #3, chubt,uck, Idaho 83202 3 1 )) -1 J ) [�Ix 11-1 40 Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID $3460 i i ion i i -n Contractors Comrnerc.Llal Structure# Column L tion# L K.0/6.0 r ReportNo...39 Date....... .1/2/98 File No.*.*LI Invoice No..130-980001 MA'T'ERIALS AND MIX DATA Reported by Walters Ready Mix Conc Suppl, er 0 0 a Walters Read y M w Mix No. -o-a*-11. sacks/cy....8 Method of Mix ung * O S 6 Transit Cement... Ashgrove Type III Agg source......,..... N/A *AdmWater Source. ##�#.� � *ty Well i ur % * r 1e , Hot -1 Specif'cations Required strength, f Air Cont, % 3 +/- 28 day.... 4000 FIELD TEST DATA Slump, i ..,. ASTM -143 � � Truck � # # .. (ASTM �� Ticket No. Conc Temp,OF 63 i Batched * ,.. . . . * . Air Temp,OF 32 represented . # . Water added,i O . Concrete Sam,pled (ASTM C-172), Cylinder tested, Cylinders Cash ASTM C-31) Date Cast . ,, 12/30/97 Cure,Field days . * . . . 1 Ti #6 1m T Ranges ,,#,,- _At McGowan Lab cure from* By � _r ��_ r. _ ` _ .� _ •+� r� _ +sq. _ � _ �Data 0#99V00012/31/98 -`•,_ �i_�r�_-ems Sample No... 970368 LABORATORY TEST DATA (ASTMC-39) Cylinder it �,a. dt inches 6.02 9703683 6.02 970368C 6.02 D 6.02 970368E 6.02 970368" - Sec Area l sq ill 28.46 Conical 28-46 Conical 28-46 Conical 28*46 Conical 28-46 conical Total Load (-1bS) --�,�_ Fracture Type 95980 Conical 100800 Conical 133980 Conical 153740 Conical JL54200 conical Rev i Date Tested. 12/31/97 IL/l/98 i/5198 1rz7/9s 1127/98 HOLD IDAHO * WASHINGTON -* OREGON &WYOMING * MONTANA UTAH -D NEVADA Age Comp Tested Str (Ps I 3370 3540 4710 28 5400 28 5420