The URL can be used to link to this page

Home My WebLink AboutSTRATA - CONCRETE CYLINDER TEST REPORTS 50-59 - 97-00029 - Ricks College - Administration Building.0 GEOTECHNICAL ENGINEERING MATERIALS TESTING 446E Kings Way#3, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 -3449 CONCRE CYLINDER ST PORT Report RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Project: Administration Building Contractor Commerciai General Shear all level II Location . GL K.0/360 MATERIALS AND MIX DATA ReportNo4.-..50 a# . . . . . .4/x'/98 File *....CLC Invoice ,..130-980101 Reported. by Walters Ready Mix Cork i ie- * • 0 a 0 Waiters Ready Mix Sacks/CY.... S64 lbs Method of Mix.Lng, Trans' t Aqq Sourcea***...... N/A Cement0*0006Ashgrove Type I Water Source.. i i i Adm- . , ,, Prakrete Polyheed 997, Spec if *cations istrength, Slump, in.... 8 max 7 day.... Air Cont, 28 day.... 4000 Slump, i .#* Air Cont Unit , pcf Conc T,O Air Temp,OF FIELD TEST DATA 3.75 (ASTM C-143) 3.7 (ASTM C-231) - ASTM C-138) 70 ASTM C-1064) 52 Truck No. 0-a4P 25 4Ps#*-v.***011439 Satchel, ##...... *, 18 Pm CY .910.?25 * Water added, gad. * . .. Concrete S amp l e d ASTM -1. Cylinder Curia ASTM c-31) tested & CylindersCast ASTM C-31) Cures a . . . . * 1 Date Cast,... 4/3/98 @ Temp Range, O #.##. 11 Ti-mee # 1*055 P Lab cure from By . � B McGowan Date Received........4/4/98 LABORATORY TEST DATA Sample Nobe. 980069 ASTMC-39) Cy I inde I Cylinder Dian (inches) X -Sec Area (sq Total Load (lbs) Fracture Type 6.02 290 28.46 4320 83100 Conical 6*02 28,46 Conical . 126680 Conical IDAHO Reviewed- . late Tested 4/lfl/98 5/1/98 5/1/98 HOLD Age Comp Tested 5tr (days) (psi) WASHINGTON * OREGON * WYOMING * MOMTANA * UTAH * NEVADA 290 28 4320 28 4450 EOTEC H CAL ENGINEERING & MATERIALS TESTING 4460 K_IrogsViay 4Q. Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 CONC TE CYLINDER TEST REPORT Report to: RICKS COLLAGE PHYSICAL PLANT BLDG Rexburg, ID 83460 P Administration Building Contractor: COMmercial General Structure. Shear wall level II Location: GL K.0/3.0 MATERIALS AND MIX DATA ReportNo,,..50 ate...#*...4/9/98 File T ;-&&.. Ii - .#130-980101 ReportedWalters Ready mix Conc Suppl,0.# Walters Rudy mix Sacks/CY1.,,..564 lbs Method of Mixingj-.,,. Transit Cement**00&*Ashgrove Type -r . ON N/A Well Admixtures -.. B E to Polyheed 997, 92 RC97 Spec i - f is a ions Required strength, slump, i V99 8 max 7 day. Air Cont, % 3 2.8 day,....,, 4000 FIELD TEST DATA Slump, in. . 3.75 (ASTM C-143) Truck No.. Air Cont, ASTM - Ticket o Unit Wt, pcf - (ASTM C-138) Time Batched.......,,,1:18 PM one Temp,OF 70 (ASTM -1064) No. CY represented....10.25 Air Temp,OF Water Concrete Sampled ASTM C-172). Cylinder Curing tested, & Cylinders Cast (ASTM -1) Field Cum Date Cast,.-. 4/3/98 @ Temp Range, 0 Time V. 1:55 PM Lab curefrom* By 0-M B McGowan Date x/4/98 Sample No,,,, 980069 LABORATORY TEST DATA (ASTM C-39) Cylinder ID 98A 98006913 980069D Cylinder D` (inches) 6.02 -Sec Ares (sq in) 28-46 0.00 0.00 Total Load (Ibs) 8,3100 Fracture Date Age Comp Type Tested Tested Sty (days) (PE;i) Conical 4/10/98 7 2920 5/-1/98 28 0 5I1/98 28 D HOLD Reviewed bw UTAH NEVADA i GEOTECHNICAL ENGNEEMNG 8 ATE9 AL TESTING 4460 Kin. s 'day #3, Ch ubbu k, Idaho 832uL Zai 237-3400 / Fax zoo 237-3449 Report to: RICKS COLLEGE PHYSICAL PLANS BLDG Rexburg, ID 83460 Project* Contractor: Structure.. 0 Location. Administration � l�n Commercial General Shear wall level Il G -* MATERT S AND MIX DATA Report ,,.j Date........4/9/93 File . ..-I Invo]4-. '. 130-980101 Reported by Wafers Ready MMi x No 513 . Supplier, * We -D . Walters Ready MIX Method of Mix' _ Trans" Sacks*.*0564 lbs Source.Cement-F-M,ffi*%-*Ashgrove Type I Agg Source, N/A Water i i a I Admixtures.. qL EAE 1 Polyheed 997, Specifications Required strength, in.. Air Cont, % 3 29 day..... 4000 Slump, i*,� Air Cont Unit Wt. pcf Cone T ,O Air Temp,OF FIELD E DATA 6.25 (ASTM e-143) 3.4 ASTM C-231) -(ASTM C-138) 70 (ASTM C-1064) 54 TruckNo., *.*Q,*#4b.d3 Ticket No. . E 0 # # 0 . 0 0 * 11443 Tl* -Me Batched . * a o e o**.2103 P No. CY represented*.,,10.25 Water added, gal . . i Concrete Sampled (ASTM C-172), Cylinder Curl*.ng (AS.TM C-31) tested, & Cylinders Cast (ASTM C---31) Field Cure, days.....1 Date Cast., Time 2*40 PM M By BoMcGowan Lab Cure from: Date . . i f . i< f 4/4/98 Sample No... Cylinder I C l inder Diam hem LABORATORY TEST DATA (ASTM C-39) X -Sec Are sca n Total Load (lbs) Fracture Type 6.02 3080 28-46 40 87800 Conical 6,602 28-a-46 125280 Conical * 123220 Conical IDAHO % WASHIN TD * OREGON a WYOMING a MONTANA Date Tested 4/1D/98 sl-1r9s 511/9s HOLD Age COMP Tested Str (days) (psi) UTAH i NEVADA 7 3080 28 40 28 4330 i GECTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Ig 'v , Chubbuck, Idaho 83202 208 237-3400 Fdax 208 23713449 CONTE CYLINDER TEST REPORT Repot t o RICKSCOLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Pro ct� Contractor: Structure: Location: Adminis-t:ration Building of mmrl.I General Shear wall Level IT L ,5'. MATERIALS AND MIX DATA Report o . , . 1 Date.....,, 4/9/98 File No.;*,. -L Invoice ...130-980101 Reported bIt Ready Mix Cone a lamer # * .: � Walters Mix No. .....513 Method of M-L'xing. . 1P 0 Transit Sacks/CY . 4-W. 564 lbs Agg Source..,.N/A Cementtd*&..Ashgrove Type I water Source*......* Cit y Well admixture . . EAE ; Prokrete 11d 997, 92 RC97 Requi-red strength, psi i Slump, 2- ... 8 maw 7 day. Slump Air Cont Unit wt, pcf Conc Tem , O Air T,O FIELD TES's DATA 5.25 ASTM C-143) 3.4 (ASTM C -23I) (ASTM C-138) 70 (ASTM C-1064) 54 Truck NoO�..�� Ticket No..�_t.�.�. Time .t ,.......*,. *. represented .,.1 # Water added, gal.. ... Concrete Sampied (ASTM C-172). Cylinder, ' ng (ASTM C-31) tested, 1j-nd Cast (ASTM 1) FJ - Date Cast,,. 4/3/98 @ Tem Time .. Lab cure By oil 3 ow Date Received 4/4/98 Sample No... Cylinder I 980070 lin.r i am (inches) LABORATORY TEST DATA (ASTM C-39) X --Sec Area (sq in) 28.46 0.00 0.00 J DAH WASHINGTON Total Load (ines) Fracture Type Comical Date Tested x/1.0/98 5/ll9$ 5/I/98 HELD Age CornD Tested Str (days) (psi) 3080. 28 0 28 0 OREGON # WYOMING * MONTANA i UTAH 0 NEVADA GEOTECHNICAL ENGINEERIN ATIERIALS TESTING 4460 Kings a Fhub u k. Idaho 83202 208 -3400 / Fax .208 237-3449 CONCRETE CYLINDER 'TEST REPORT Report RICKS L PHYSICAL PLANT BLDG Rexburg, ID 83460 Proj ect Contractor.10 Structure Location: Administrat-L'on Building Commerc]"-al General Level II Wall L I.. Reported by Walters Mix No. -SIVO-513 Sack...,, lbs Cement . * 4 4 . . Ash v dur . . BE Polyheed MATERIALS AND MIXDATA Ready Mix Type I rrt f 92 RC97 Conc Supp Method 0 f Mixing... Agg Source. 0 6 P I& W Water Source.,.*0**** Report Nome.52 Date...#.,.#4/23/98 File NOODS4,000LRIC Invoice T. . 130-98012 Waiters Transit N/A Ready Mix Specifications Required strep gth, psi Slump, in... Air Cont, % 3 +/- 28 dayw*aw 4000 Slump Air Cont, Unit Wt, pcf Cone Temp,OF Air Temp , O F FIELD TEST DATA 6o75 ASTM C-143) 3,2 ASTM C-231) - ASTM C -138j 62 (ASTM C-1064) 40 Truck No,. 16-SIM60000#0043 Ticket . t W I a V s.# 1P 11 584 Time Batched.,*.......12:45 No- CY represented . . . 11 Fater added, gal . * . . i P Concrete a l (ASTM _1Cylinder tested, & Cylinders Cast (ASTM _1 Fig Date Cast., 4/14/98 @ Tear Time 1:40 PM Lab curefrom: By ..B McGowan Date Received....... .4/15/`98 Sample No. 0 . Cylinder Cylinder is ('inches) LABORATORY TEST DATA (ASTM C-39) -Sec Area Esq in) 28-46 0.00 0.00 Total Load (Ibs) 81580 w Fracture Type Conical leve Date Tested 4r21f98 5/12/98 5/12/9s HOLD IDAHO -P WASHINGTON -D OREGON * WYOMING * MONTANAUTAH * NEVADA Age COMM Tested 5tr (days) (psi) 2870 28 0 28 0 J GEOTECHNICAL ENGiNEERIN5 & MATERIALS TESTING 4460 Kings Way T43, Chubbuck, Idd-ho 8,3,202 208 237-3400 / Fax 208 237-3449 CONCRE CYLINDER ST 6 Report to. RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, Iii 83460 Project: Administration Building Contractor: Commercial General Structure lab on metal deck, Level JI Location: GL A.S/B.5 Reported by Walters MJ -x No., ...;1 0-3 . . ` .*.g658 lbs Cement*6.0*.Ashgrove Admixtures MBAE 90 - MATERIALS AND MIX DATA Type I & I I Prokrete N Comic Supplier Method o I Ing ; .0 a f AggSource.. ""*_.*4a0; Water ReportNo...53 DateeseV06604/30/98 File -. . * . XOLRIC Invoice Noe a 130-980137 Walters Transit N/A M Ready Mix ci-ty Well Specif ication s Required strength, psi FIELD T T DATA Slump, Air Cont, T C-231) Unit Wt, ASTM -138 Conc Temp#'F 60 (ASTM -1064) .fir Temp,OF Truck No., 004.1#'w„ *47 Ti-cket Noo .40090009011716 Time Batched;..*..#,,,,8:59 AM No. CY represented..*11 Water added, i***,* Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM' C - Fig Date Cast... 4/21/98 @ Temp Range, I... Time 10:00 Am Lab cure from* 4/22/98 Date Received........,.1 No... 1 (ASTM - Samp LABORATORY TEST DATA 39) lid I 1 9201023 980102C -Sec Area sq "in) 0.000 0.00 Tota Load albs} 126920 Fracture Type Conical Rev-iewed Date Tested Age Comp Tested Str (days) (p 4460 28 0 28 0 IDAHO WASHINGTON OREGON WYOMING # MONTANA UTAH NLVD * 9NIV40AM P $ z IV N05IHD # UiSNIHSVIA p OHVC CIrIOH 0T T TPOTU00 OZC9TT gt7 z 0 - T T- T T T i n (EiE-D KISV) Sl 6 0 0 8 6 viva Isas XxosYHosvq cl I JTT . IV #l' -[dams 66/ST/V 0V*&s&&6PaAT90e-d 0 Jabusu dwaL 86/f7T/f7 *aqspo TSJ�pp leano pTeTj (TE -0 WISV) bTaePUTWT,.OL UTI. -73 'Pa4saq (ZLT-0I jm 9 0 a T f Peppy :rm TT''ea xo *ON Wd*..�, .##*#*ON Nonaz viva Isal Gal Lff "l .17 0 14M 4TUn I quoD - dwn T : ��' iV � i� � iTt �Y� T !f diii� 4F � iL s � iii � aF +�= i � as •� _ a: #�N4 _ �f ��. _ T �iie �� . �P •iFidr• s _ _ �E iir *�* T -+ T L60U Z6 'L66 Paaq2�Tod T18M A470 006 HV9W .� V/N eACabqSV ..SqT V99 i CTS ON xTJq saaqTum GTmTddn3 ouoD APS 594 . TZ:T086-0CTo*0M aOTCAUI 41 96/CZ:/T7.. # .. -o-ec[ zs *ON o viva XIN CINV s7VIERIVN *' TTPMlI TOAaa f)u7plTng UCT Fog 14, mump-111 il!''1111Fm I OG72 INv7d rIVOISX14d RoHqqoD SYDIE :UoTqpooq a 004 qaodaE bpiC-ZE 80Z.j / O -ZEA 8 �DEFB cqupj ' ",nggn� `fit 5u E)NLLS�-L v D I kARD MI '2 'IVOI N � n -.oar 0 T (t9ol-D WSSV} Z:9 (SET -D WzsV) �- (TU:-0 WssV) Z•E (EVT-0 14ZSV) sL*g viva Isal Gal Lff "l .17 0 14M 4TUn I quoD - dwn T : ��' iV � i� � iTt �Y� T !f diii� 4F � iL s � iii � aF +�= i � as •� _ a: #�N4 _ �f ��. _ T �iie �� . �P •iFidr• s _ _ �E iir *�* T -+ T L60U Z6 'L66 Paaq2�Tod T18M A470 006 HV9W .� V/N eACabqSV ..SqT V99 i CTS ON xTJq saaqTum GTmTddn3 ouoD APS 594 . TZ:T086-0CTo*0M aOTCAUI 41 96/CZ:/T7.. # .. -o-ec[ zs *ON o viva XIN CINV s7VIERIVN *' TTPMlI TOAaa f)u7plTng UCT Fog 14, mump-111 il!''1111Fm I OG72 INv7d rIVOISX14d RoHqqoD SYDIE :UoTqpooq a 004 qaodaE bpiC-ZE 80Z.j / O -ZEA 8 �DEFB cqupj ' ",nggn� `fit 5u E)NLLS�-L v D I kARD MI '2 'IVOI N � n -.oar OL9S 13Z OBLS 8z A (-FSCT) (Bxqep) jqS Pa4$al awco a5,V arIox e6/6T/S 86/6I/S 86/SZ/t7 -4 l c[ TT npa (6E-0 WISV) viva ssaz xx0sVu02V7 TT I i 6 W . q' S. Pa T Cl 08!09 i .asup u dujaT -eci.�.��I pTe7d_ 0 141SV) nsPO SaePu-rTAD 'Pa4sa4 (TC -0 ano japu7TIKO '(ZLT-0 WISV) paTdums aqajouoo *'Paq04VS aul7l T T T • i # # # i 4 i # 0 *ON 4 : Y.i 9 f7 c)jj aT (V90T-0 l 0 if (8FT—D I (TEZ-0 WISV) (EVT-0 WISV) STJT T s dtu n VIVC Isal casiz 000f7 ' u � �, � I - STV LeP L _7-E Ted 'qq5ua.7ns pa=nbaE TT9M A4TO V/K. nT TPa 7 Sa9qT-E?M LCT0S6-0CT**0jZ 7 #.ON 4 ,�..#aoanos aaqpM * . 0 0 TT g, VIVO XIN GNV s7VIHEIVw 1 w# * 4 T CO �lp p T T4 I qp. 6e v 70 T T T J I I :r Daqu lNvqd DIS2�Hd soauqoo SHDIE q rj .#,.eanqnnaqg :qpj -&-qoacoad 4 G p oupj ` jnggn� `Eft AEAA s5uitv i -�` { (UT s (6E-0 WISV) viva ssaz xx0sVu02V7 TT I i 6 W . q' S. Pa T Cl 08!09 i .asup u dujaT -eci.�.��I pTe7d_ 0 141SV) nsPO SaePu-rTAD 'Pa4sa4 (TC -0 ano japu7TIKO '(ZLT-0 WISV) paTdums aqajouoo *'Paq04VS aul7l T T T • i # # # i 4 i # 0 *ON 4 : Y.i 9 f7 c)jj aT (V90T-0 l 0 if (8FT—D I (TEZ-0 WISV) (EVT-0 WISV) STJT T s dtu n VIVC Isal casiz 000f7 ' u � �, � I - STV LeP L _7-E Ted 'qq5ua.7ns pa=nbaE TT9M A4TO V/K. nT TPa 7 Sa9qT-E?M LCT0S6-0CT**0jZ 7 #.ON 4 ,�..#aoanos aaqpM * . 0 0 TT g, VIVO XIN GNV s7VIHEIVw 1 w# * 4 T CO �lp p T T4 I qp. 6e v 70 T T T J I I :r Daqu lNvqd DIS2�Hd soauqoo SHDIE q rj .#,.eanqnnaqg :qpj -&-qoacoad 4 G p oupj ` jnggn� `Eft AEAA s5uitv i GEOTECHNICAL ENGINEERI.NG &MATERIALSTESTING 4460 Kinds Way # ,Chubb k la'o 83202 208 7-3400 Fax 208 237-3449 Report Pro 3 Contractor; tructur Locat1-on: CONCRETE T REPORT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, IrD 83460 Administrationi ldi . ommi-al General Slab on metal deck, Level II GL ,* Reported b,y Walters Mix No., ....103 Sacks..... lbs Cement#*,w**Ashgrove Admi.r- . ; MATERIALS AND MIX DATA Ready Mix Type I & I cit enc supplier.Agg .*f� Method of Mix' Source -,.Water �.�#*.�� Source........ 4 Specifications Required strength, slump, in...3 FIELD TEST DATA ReportNo.,,.54 Date*, -,,,,.,.,,4/30/98 File Nolpa&64COLRIC Invoice N..1-980137 Walters Transit N/A Ready City Well in. 2.25 (ASTM - Truck No.# Air Cont, (ASTMC-231) Ticket Nc. 11719 Un ,it Wtr pcf %I.- (ASTM C-138) Time Batched. 0 -0 10:625 AM cork Temp , O F(ASTM Air Temp,'F 54 No. CY r...'. Water added, gal . ,,, , Concrete Sampled (ASTM C-172). Cylinder Curing (ASTM C-31) tested, & CylindersCast (ASTM C-31) Field Cure, days. . 0 0. & I Date Cast,.. 1 Tem. Time i. 11:45 AM 6 By 00, B McGowan Lab curE�� from,. Date Received........4/22/98 .sample No ... 1 1 9801030 1 103 Cyl iam (inches) 6.02 LABORATORY TEST DATA {ASTM C-39) -Sec Area Esq in) IDAHO * 'WASHINGTON 9 OREGON Fracture Type Conical Rev* Date Tested: 4/2grg8 5/x.9/98 5/19/98 HOLD Age Comp Tested Str (day,$) (psi) 4630 28 028 0 a WYOMING & MONTANA % UTAH 0 NEVADA i GEOTECHNICAL EN(31NEERING & MATERIALS TESTING 446.0 Kings , Chubbuck,16a o 83202 208 237-3400 / Fax 208 237-3449 Pro d. j t i Contractor. Structure Location, r P1 a+ R} r RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83467 Administrat-l'on Building �lt--i General Slab on metal deck, Level L *5. Reported by Walters No, 0 .. ; 103 Sacks lbs Cement A 0 # 6 8 Admixture - . MAE 0 II MATI S AND MIX DATA Ready Mix Type I & IT PrQkrete N Cone Supplier,.409*4 Method of Mixing. ..# ,egg Source.`......*. Water Source...t* Report No, 54 Date,. . 's W . * # . 4/30/98 FileNo.....COLRIC Invoice .. 130-980137 Walters Transit N/A Ready Mix City Well Specif it ions Required strength, psi lump, in. * .0 a -so -@**@ 400 FIELD TEST DATA Slump, in'0;# (ASTM C-14.3) 'ruck No. *00000#64. 943 Air Cont, # (ASTM —231 Ticket No. e * . r q *.o . .. 1171 Unit Wt, pcf � (ASTM -138) Time Batched . . . Cone Temp,OF 64 (ASTM C-1 represented. -iTempi Water added, 1..... Concrete Sample. (ASTM -1 . Cylinder Curia(ASTMC-31)t Cylinders Cast (ASTM - 1 l Cure Date Cast... 1 Temp Range, OF. 60-80 Time. # 11:45 A cure from By B McGowan Date Received........4/22/98 LABORATORY TEST DATA Sample None& 980103 (ASTMC-39) Cylinder ID .1 1 980103 1 Cylinder D i arr, (inches) 6.02 * 02 6.02 X -Sec Aqrea (sq ire) 28.46 (psi) 28.46 4630-w- 28.46 5870 Total Load (lbs) 131700 167160 172240 Fracture Typelm Canical Conical Conical Reviewed Date 'bested 4/28/98 5/19/9 5/I9/98 HELD i� 1111111h- � Age COMP Tested Str (days) (psi) 4630-w- 28 5870 28 6050 IDAHO WASHINGTON OREGON WYOMING MONTANA UTAH NEVADA i GECTECHNICAL ENGINEERNG & MATESIALS TESTING 4460 dings Way , Chubbuck. Idaho 83202 208 -3400 ' Fax 208 237-3449 Report to .DICKS COLLEGE PHYSICALPLANT BLDG Rexburg, ID 83460 Proj Oct � Adm].i stmt i o * l Contractor* ing it General Structure* Slab on metal deckf Level Location: GL x.45/3# Reported by Walters Mix ticks/ . ,, Cemen• 9 0 0 i # h MATERIALS AND MIX DATA Ready mix Type x Prokrete N Co ne Supplier*; MixingAgg *� Source..,.,,,.,,,; Water Source. * & i i M s 4 ReportNo...55 ., . ; . . . . # 4/30/x'8 Fileo...*I Invoice .1-980137 Waters Trans N/A City Well Specifications Required strength, psi Slump, j' -n,,.3 +/- -1 7 day AZ".r - Z".r nt, 3.0 max 28 day FIELD TEST DATA Slump,. 2.75 (ASTMC-143) Truck No. Air Cont, 3*s (ASTM C-231) Ticket No. Unit W� (ASTM C- 1 r"• Core Temp { Off' ASPM -10646 AM �r T,O presented...... Water added, gal & q . 0 0 Concrete Sampled (ASTM C,172). Cylinder Curing (ASTM C-31.) tested, & Cylinders Cast (ASTM 1 Field Cure a Date Cast... 4/22/98 @ Temp Range, OF,,.-.,..60-80Time 9*00 AM Lab cure from: By B McGowan Date Received, . 4/23/98 Sample * , , Cylinder 980113A g80113B 980113G 980113D 98011-3 Cylinder (inches) LABORATORY TEST DATA (ASTM C-39) Total L (lbs) Fracture Type 6.02 28046 28 110240 Conical o -a 46 136120 6.02 28.469 128480 Date T e s t�Z 4/29/98 5/2Q/98 5/2QI98 HOLD Age Comp C3 (days) (psi-) IDAHO 6 WASH«GTON o OREGONw WYOMING -6 MONTANA # UTAH - NEVADA 7 3871 28 4780 28 4510 i GEOTECHNJCAL ENGINEERING MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 7-3400 Fax 208 --3449 CONCRETE CYLINDER QST REPORT Report to ICOLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Pro .t: structure: Location Administration Building Commercial General Slab on metal deck, Level L.5,4 Reported by Waiters Mix No. .M#*513 Sacks. . . .564 1. ment .& . _ W 0 . As hgrove Admixtures. MBAE MATI S AND MIX DATA Rudy Mix Type I Cone supplier....... Agg Source.......... Water Source........ ReportNo...55 Date........4/30/98 F-ile No....-COLRIC Invoice t t x.30-9801.7 Walters Ti t *.fth %.#%, N/A Re ady Mix City Well Spec 'if icationska fired stye ngt r psi Slump., ....-.7 day, siump, in**# Air n , Unit Wt, pcf Conc Temp,OF Air T,O FIELD TEST DATA 2.e75 (.ASTM C-143) 3.5 (ASTM C-231) -- (ASTM C-138) 50 ASTM C-1064) 46 Truck No. *25 Tl*_cket No.. 11743 Time Batched...... ..8120 AM . CY rr rented * . . 4 Concrete Sampled (ASTM C-172). Cylinder Curing (ASTM C-31) tested, & Cylinders Capt (ASTM- Date Cast., 4/.22/98 @ Temp Ranger O Time 0. AM Lab cure By F McGowan Date Received. 4/23/98 Sampie No.9, 980113A 11 9801130 1 Cylinder D iam 6.02 LABORATORY TEST DATA (ASTM C-39) 28.46 0.00 0100 Total Load (lbs) 110240 Fracture. Type Conical Reviewed 9 Date Tested Age CIOMP Tested (days JD HO * WASHINGTON TON * OREGON i WYOMING i MONTANA -a UTAH -b NEVADA 7 3870 28 ❑ 28 p i 4460 Kings 'Nay , Chubbuck, Jdaho 83202 208 237-3400 Fax 208 237.3449 Report too. RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 riect ; orr. Structure Location. Administrat,34-on Building Commercial General Shear Walll, Level 11 L 5.C/9.0 MAS: S AND MIX DATA ReportNo...56 Date........4/30/98 File .....LI Invoice Novat 0-980137 Re.1porte.r.2. by WaltersMie: Conc Supplier, . , . # 0 Walters Ready M3.X Mix No. o* -.513 Method of MixingO.. Transmit Sacks/CY....564 lbs Agg Source # s # * . # a 4 0 0 N/A Cement'ooeeasAshgrove Type I Water Source-.,. City Well dm-ir s . . MBS909 Prokrete Polyheed 997 IL 3- fired strength, psi in... . . . max Air Cont, % 3 +/- 28 dayowow 4000 FIELD TEST DATA Slump, Air Cont, ` ASTM C-231) Unit t , pcf -S-6 (ASTM C-1 Cone Temp , O 1 ASTM C-1064) .fi d r Temp, ' F 58 TruckNo. 0 6 . # * 6 4 64 0*35 Ticket No. , 9 * * ... 11785 Time Batched . . .... . . . . . AM * CY represented...9.75 Water added, gal#.9191.0 Concrete Sampled (ASTM C-172), Cylinder tested, & CylindersCast .STM - 1 Cure,Date Cast., 4/23/98 T]". -me .. 9-030 AM @ Temp Range, 0 OF0600460-80 By B McGowan Lab cure from& Date • ... # # f f • 4 / 9 8 Sample . * . Cylinder ID 11 11 9801140 980114D Cylinder Diam (inches) LABORATORY TESD` DATA (ASTM c-39) X -Sec Area Esq gin) Total Load (Ibs) Fracture Type 6*02 28-46 83820 Conical 6.02 28-46 100460 Conical 6402 28-r46 107780 Conical Review o IDAHO -a WASHINGTON a OREGON - WYOMING Date Tested IJ. Age coma T Sty (days) (PSI-) MONTANA * UTAH s NEVADA 2940 28 3530 28 3790 GE TE H r AL ENC21NEERING &MATERIALSTESTING 4460 KinQs Way . Chubbuck, J daho 83202 208 237-3400 / Fix 208 237-3449 Report to: RICKS COLLEGE PHYS ICAL PLANT BLDG Rexburg, TD '83460 proj ect Contract Structure: Location: taliDW t �"' ■, dmiitr tion Building 9 commerc.Lal general ShearaIll, Level 11 L 5.0/9.0 MATERI S AND MIX DATA ReportNo...56 Date . . . . . . . # 4/30/98 File Nos000eCOLRIC Invoice N..130-980137 Reported Walters ReadyMie 13 oSupplier, � iItWalters Ready MIX Mix No. r -a ng, Trans it Sac ks / Y Aqa Source,. # • 0 N/A Cement.. aAshgrove Type I waderSource.. •#�#�# cid it L Admixture . . M. ; Pr Polyheed 997 Specif ications Required stream i Slump, in... 8 max 7 day.... Air Cont,, % 3 23 day..,,. FIELD TEST DATA. Slump, i . 0 * ASTM 0--143 Air Cont,C-231) Unit Wt, pcf (ASTM C-138) Coni Terme r O6-1 (ASTM -1064 Air Temp,OF Truck o* .696*iW00600. Ticket 11785 No. CY represerited.,.,.9.,.75 Water added, a l * .. . Concrete am l T -1.' r Cylinder Curing tested, & Cylinders Cast ASTM C-31) Cures Date Cast., 4/23/98 @ Temp Range, 0. `' Lab cure from By B McGowan Date Received.*..*.. .4/24/98 Sample ... l -rider in 11 11 9801140 11 Cy i index Dram es LABORATORY TEST DATA (ASTM C-39) X -Sec Area i) 28.46 • Total co 0*00 Load (lbs) 33820 Fracture Type Conical Reviewed Date Tested 4I3ol9a 5121/98 5/21/98 HOLD ��. Aqe Comp Tested Str (days) (-Di- IDAHO 9 ASH I N T N a OREGON 'm WYOMING 4 MONTANA - UTAH & NEVADA 7 .2940 28 0 28 p r� GEOTECHNICAL ENGNEERING & MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 Report of RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, TD 83460 Project.-, AdministrationBUJ.-lding Contractor: MMi l General Str u r V Level; II Wall Locati-ono. GL T. MATER I S ANMix DATA Report No.6.57 %ate. * . * .. .4/30/98 File COLRIC Invoice .-.130-980137 Walters veza dy Mix Method of mixing.... Sacks/CYQ*%..564 lbs Transi- Cement6*006GAshgrove Type I Agg sourcem 100 so @**a* N/A Admixtures -.MB 90; Prokrete N Water Source. CJ_ty Well Polyheed 997 Spec]".fications Required strength, psi in...,. maw .. 4000 FIELD TEST DATA Slum", in. (ASTM -143) Truck No. 00060004*.038 Air Cont., 3*6 (ASTM C-231) Ticket No.. W40*09906011790 Unit Wt, pcf - (ASTM C-138) T=4'e Batched........1,104.POO AM Conc TempF OF 62 (ASTM 1064) No. CYr .i. Concrete Sampled (ASTM C-172). Cyli'nder Curing'(ASTM C-31) tested ,l finders Cast(ASTM �-. 1 Fief. Cure, days* . # . * 1 Date cast... 4/23/98 @ Temp Range,G Time . * 10:40 AM Lab cure fromo. By 90 YY Date ' ved........4/24/98 sample . * . Cylinder I 980115 Cy 1 rode Dam (inches) LABORATORY TEST DATA (ASTM C-39) X -Sec Area (Sq in) Total Load (lis) Fracture Type # 640 Oft ts - 0 Conical 6.02 28.46107780 Conical 6.02 1-10700 Conical IDAHO & WASHINGTON @ OREGON ewe a Late Tested x/30/98 5/21/98 5/21/98 HOLD Age Comb Tested Str (days) (p 6 WYOMING* MONTANA a UTAHNEVADA 640 Oft ts 3790 28 3890 i GEOTECHNICAL ENGINEERING &MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 8202 208 237-3400 Fax 208 237-3449 Prof ect Contractor Structure Location., RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 8346 Administration illi Cummer " l General Level- J1 Wall L T*O MATERIALS AND �. DATA Report o,.,#7 a ... .. . 4/30/98 FileNo,......COLRIC Invoice ..#130980137 Reported by Walter'sReady Mix Cone Supplier. Waiters Ready Mix Mix . Method. of Mixing,,**. Transit Sacks/CY...,564 lbs Agg Source 4 0 4 4 6 a 46 0 0 N/A Cement . . * & Ashgrove Type I Water Source. . * a * .. Cit y Well Polyheed 997 Specif 1'cati-ons Required strength, i Slump, in... maw Air Cont,. % 3 28 daywose 4000 FIELD TEST DATA Slump . i d f w 7. ASTM 0-143 Air Cont T C-231) Unit Wt, pcf (ASTM C-138) Cone Temp,OF ASTMC-1064) Air Temp,OF Truck No..� Time Batched. . ........ AM Noe CY represented...,.9,.75 Water added, gal...*. Concrete Sample: (ASTM -172), Cy 11rider Cu ri ng (AS T'M - 3 1) . Cylinders Cast (ASTM C,31) Fief Date Castft, 4/23/98 @ Temp Range, O t Time . 10.40 AM Lab cures Dqp B McGowan Dates Received........4/24/98 Sample ,... Cylinder I 980115 Cylinder aam 6.02 LABORATORY TEST DATA (ASTM C-39) X -Sec Total Fracture Date Aqe COMP Area Load Type Tested Tested Str (sq 4 (lbs) (day.=.) 75200 Conical 4/30/98 7 2640 0.00 5/21/98 0000. 5/21/98 28 0 HOLD IDAHO WASHINGTON - OREGON WYOrkING ;MONTANA UTAH NEVA0A ;.:-;- i GEOTECHNICAL ENGINEERING TERI L TESTING 4460 Kings Wayn, Chubbuck, I - bo 83202 208 237-3400 / Fax 208 237-3449 Report : Prc3ect.o. Contractor Structure: Location,. CONCRE CYLINDER TES REPOT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, 183460 Administration Building Commercial General Slab on Metal Deck GL v7. Reported by Walters Mix No,. ,*„-1 Sacks a -0 . # 50' lbs me . * 0 9 i S Admixture . . BAE MA's .1 S AND MIX DATA ReadyMix Type I Prokrete N Cork Supplier....... Method of Mixing.... Source.Agg �.-�#�. Water ours , . as * 6 . ReportNo...58 Dat # . . . . . i . 5/5/98 File No*s**.00LRIC .invoice . . 1 -980148 Walters Trans i N/A Ready Mix City Well Specifications Ru fired strep gth, psi Slump, i . f , 3 maw FIELD 'BEST DATA Slump{C-143) Truck NoV A*V*600690043 Air Cont, 6*0 (ASTM C-2.31) nit Ticket oii e * 6 # # 4 # # O # 1 art' UWt, pcf - (ASTM C-138) Time Batched.........10:38 AM Conc Temp,OF 64 (ASTM C-1064) Noe CY represented... 10 Air Temp,OF 58 Water add gal.....o Concrete Sampled. (ASTM C�172), Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM C�31) Field Cure, days.......1 Date Cast * * 8/98 Temp Range, OF......60-80 T2-meT2-me Isle 11-010 AM Lab cure fro By w o B McGowan I ate ..'......4/29/98 Sample . * 0 Cylinder I 17 980127B 98012 7 98Oi27D 980127 Cylinder ID - i”. am (inches) LABORATORY FEST DATA (ASTM C-39) Total Load (lbs) 105200 Fracture Type Conical i � bye Date 'bested 5/26/98 5/26/98 HALT] Age COMP Tested Str /days'. F (psi) IDAHO - WASHINGTON 9 OREGON - WYOMING - MONTANA w UTAH . NEVADA 7 3700 28 0 28 0 i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way,46, Chubbiick' Idaho 8302 208 237-3400 Fax 208 237-3449 � W � 1� emu & mow Report RICKS COLLEGE PHYSIO FLAT BLDG Rexburg, ID 83460 ro3: Contractor: Location: Administration Building Commercial Gene -!-.al Slab on Metal Deck GL -*0/7.5 Reported by Walters Mix o_ 0t -W.103 Sacks & * ... 652 lbs Cementovova,Ashgrove Admixtures. * MBAE MATERI S AND MIX DATA Type T Prokrete one S1 �.',y_- . 9 a * 0 a � Method of mii. Arg Source,,W.A#.9006 Water Source. f 0 0 0 ■ 6 i .. File No LI Invoice o . . 1309 80148 Walters Transit NIA City Well *fL 2 -ons Required strength, psi Slump, i ,.. 3 max Air Cont% 6 7 day, i 28 day.... 4000 FIELD TEST DT Slump, in., (ASTM C-143) Truck ir Cont, % 6.0 (ASTM -231) Tic Unit Wt. pcf - (ASTM C-138) Time Batched.... .....10:38 AM Conc Temp,OF 64 (ASTM C-1064) No * CY represented.& a 10 Air Temp,OF 58 Water added, gal.....o Concrete SampIed (ASTM C-172) Cylinder Curing (ASTM C-31,) tested, & Cylinders Cast ASTM C-31) Field Cure, days.....1 Date.- Cast 4/28/98 @ Temp Range, IF..... 60-80 Time 11:10 Am Lab cure from: By B McGowan Date Received........4/29/98 Sample ,.#, Cylinder ID 980127 Cylinder am I' . LABORATORY TEST DATA (ASTM C-39) X -Sec Area (sq I" -n) Tctal Load (lbs) Fracture Type 27A 6*02 28-46 105200 conical 98012 , 4 123640 980127C 28.46 127540 Conical 980127D R Date Tested IDAHO 0 WASHINGTON & OREGON 0, WYOMIIVG * MONTANA s UTAH @ NEVA Age com-n Tested Str (days) (psi) 7 3700 za 4340 28 448a i GEOTECHNICAL ENGINEERING & M T F GALS TESTING 4460 Kings Way , Chubbuck. Idaho 83202 208 237-3400 Fax 208 237_3449 Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 8360 Pro3ecto. Contractor, Structure: Loc a i } Admini-stration Building mmis l General S -',-ab Metal Deck., Level I GL F*013- ; Repol--ted by Waiter Mix No.. ...,103 Sacs I. . 658 lbs Cement. &.0Ashgrove Admixtures-.MBAE 90- r MAI S AND MIX DATA Ready Mix Type I P Method of Mixing..-., Agg Source i i a*. a.&. 0 Report No. 9*59 Date* * 9 * 6 0 * * FileNo* 6-P�I Invoice 0..130 -980148 Wcalters Transit N/A City w1 Ready Mix Spec if ions Required strength, ire g . 3 max 7 day Air Cont, - 1 :: _ _ � +� _ _ _ �!h wr _ _ � .+lib �� ! +fik _ _. � !moi i his _ �F i -'�! it i"Ii! s s ii �fi� �iife � � _� i iii �! �! #! � � _ T SIF •moi _ �t -iF a _ ali 4i�h y� �� i i�� i iii � FIELD TEST DATA .plump, in.*. 3 (ASTM —143 Air Cont, 7.60 ASTM C-231) Unit Wt. Pcf (ASTM C_ 1 Conc Temp , 'O (ASTM -1064 Air Temp,OF so Truck No. Ticket No. 4*000609**11 Time a........ AM No. CY .vol Water added, gal. # . . , Concrete amASTM -1 Cylinder tested, & Cylinders Cast ASTM - 1) Fiel Date Cast. 4/30/98 @ Temp Ram Time 8:30 AM Lab curefrom: By .. B McGowan Date Recti i . . ......5/1/98 Sample No... 980128 LABORATORY TEST DATA (ASTM C-39) Cylinder ID 9 8 Cylinder iam (inches) 6.02 6.02 6.02 -Sec Area (sq in) 28-46 28.46 3640 28.46 5110 Total Load (lbs} 103660 145520 133840 Fracture Type Conical Conical Conical Reviewed h Date Tested 5/7/98 5/28/98 5f28/98 HOLD Age com-D Tested Sir (days) 3640 28 5110 28 4700 IDAHO *cHI N TON s OREGON * WYOMING INMONTANA * UTAH # NEVADA 8 L co C v-rA3N * HVA VNViNOA NODTdO * NO D.NIH .IV; OHV pap,�a? aau 099EQT P-eoZ 0* 0+ �7 JOS u Des -x -uT ure -r Cl aapUT-1AZ) I aTTA (6C-3 WISV) BZT086 *C)pz aTduxes; viva isa,i xuoivuosva 86/T/S —09 J-0 Ja5uVII dwel 86/OE/t# T S.KVP leanoT(TC-0 NISV) 4sl?o (TC -0 WLSV) BU7.7no aapuTT�D '(�LT-D WZSV) PeTclumS 94aaouoo * . T "'P8PPP a64PM T * 4 edea xo oM * �..�.�*ON -rl #..� .,c) (t9OT-0 j (8CT-0WI - god 1qTufl T - 10 (CVT -D WISV) -fdwnm -�- "--__ __- - -.Y- _-_ , - - - � - - - � � - - - -"k- VzVC Isal cqsId .' + T V/.q qTsupaj Sa94TPM 2VT0S6-0CT&*0N 60TOAUI I&w0*0ON TT 86/s/s i' # • # i 4 ■ *'MON qaodqu #*6q'e* e3ZM0s aeq-um f ! 0 0#. e i noS bbV f5uTxlw go poqqaN XTP viva XIN CNV SrIVIURIVR 06 sw -.i�- T *6.* x0/sx3r?s COT#.W.00 wON T -lTM o. C " d Tq 'C TP qT T'u --Xa J7a E)UT,PTTnE uo7qpa4 4 I J ZNVricl 7VDISXHJ aririX I :rj *04 4aodau JNUS31 5lt+iEJ3.Lb'Vq a' ON«l31NiJtJ731 i1tOINHODldS3 i