The URL can be used to link to this page

Home My WebLink AboutSTRATA - CONCRETE CYLINDER TEST REPORTS 1-10 - 97-00029 - Ricks College - Administration Building� T� H I AL EJ GNE.P_AIN & MATERIALS TESTING `x"160 l« 1 YY fl, hubbuc Idaho 83202 208 237-3400 Fax 237-3449 iiiiiiiiiiiiiiiiii .■• � � � � � � � �- Ili Report t: DICKS COLLEGE Pro ject# Contractor,, Structure-. Location0 PHYSICAL PLANT BLDG Rexburg, ID 83400 Administration Building r ial General Column G/L *0/8.0 MATERI S AND MIX DATA Reported by Walters Ready Mix ,...513 .... Cement,V%,5*s*Ashgr0ve Type I Admixtures.,n/r Conc suppliLer.****. Method of Mixing. am 0 Agg Source.-,,,,,,, Water Source........ Report -..� Date........,8)12 97 File Noa.....COLRI Invoice .1-970199 Walters Transit N/A Ready Mix city well Specifications i i slump, Ln... 1- ir Cont, +/- 28 day.... 4000 in,,*. Air Cont, Unit Wt. Pcf Conc Temp , G Air Temp,OF FIELD 'BEST DATA 1.25 (ASTM C-143) 3.8 (ASTM C-231) (ASTM C-138) 62 (ASTM C-1064) 8-0 Truck, ,.*#**** &*& Ticket No. ..........7409 Time Batched* S a * . 0 * * *1,40 represented Water added, gal.... Concrete Sampled (ASTM -172). Cylinder Curing T -1 tested, & CylindersCast ASTM - Field Cure, days. I Date Cast * 8/6/97 @ Temp Range, OF.....60-80 T Lab cure from: By 1 B McGowanDate Received,.,...,.,...8/7/97 ORATORY TEST DATA Sample . # . 970166 ( C-39) Cylinder I 1 9701660 X -Sec Area (sq t i .i 0.00 0.00 Total Load (Ibs) 1086,60 Fracture Type Conical &F b Date Tested Sri3/97 9/3/97 9f3/97 Age Comp Tested 5tr (days) (Psi. IDAHO : WASHING70N e OREGON 0 WYOMING * MONTANA a- UTAH s, NEVADA 382 28 0 28 0 HOLD i i ri EiVGfNEERING &MATERIALS TESTING 4460 Kings Way #3, Chubbucfc, Idaho 83202 208 237-3400 j Fax X08 237-3449 Report too RIP COLLEGE PHYSICAL PLANT BLDG �ReXhurg, Iii 83460 Project, Contractor. structures Location, .Ulmix-istration .Ul Commercial General Column Fags G/L .I* . Reported by Walters Mix No. vv*1 Sacks/CY Cemen00:D.Ver Admixtures , . n r W-6 19 1 Z I 0M VIVs I@ U&S9 04 Do ;L&J MATERIALS AND MIX DATA Ready Mix Cone Supplier. . . #. Mit hod. of- Mi,%ing,Agg . Source..,.,,,,.,., Type I ate Sours • . 6 a a 41 i .0 Report N00401 Date.,,,,,,.,, 8/12/97 File No.....COLRIC Invoice No. E130-970199 Walters TIM -L rans ReadyN/A City Weil Specificat*lons Required strength, psi slugyp, in 0. d Slump, in. %-, Air Cont, Unit f Cont Temp . O . Air Temp , O F FIELD TEST DATA 1.25 (ASTM C-143) 3.8 (ASTM C-231) (ASTM C-138) 62 ASTM C-1064) so Truck Not 4*MVV*06* Ticket No. .00#09*0W07 No. CY rr tinted ,. Water added,, gal...*.0 Mix Concrete Sampled (ASTM C�172), Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM C-31) Field Cure. days. a 0 * a 1 Date Cast.. 8/6/97 @ Temp Range,6 Time .$ 2:00 PM Lab cure By -ow B McGowan Date Received........8/7/97 Sample No.-,, Cylinder i 1 1 9701660 970166D 970166 l J. nder D iam (inches) 6.02 s 02 6.02 X -Sec Area (sq in 4 46 28-46 (ASTM C-39) Total Load (lbs) 108660 131620 135520 Fracture Type RevJ wer��y Date Tested 8/1/97 9%3/97 9/3197 Age COMP Tested Str (days) (psi) I D H D 11 I �J TON % OREGON * WYOMING a, MONTANA - LITAH - NEVADA 3820 28 4620 28 4760 HOLD PPL� Vor GEOTECHNICAL ENGINEERING SERI MATERIALS TESTING 446Q Kings Way #3, Chdbbuck, Idaho 8302 248 237-340 t fax 208 237-3449 00 I . it Pro Contractor: Structure: Location. i ± i �� o` RIG0 COIL15� �n.DG Rexburg, ZD 83460 Administration Saurey Tunnel Will L o* Building MATERIALS AND MIX DATA, Reported by WaltersMix mi -x No,, ..#, 513 Sacks,, * * i 5 Cement.* -*&**Ashgrove Type I diurvgr Cone Supplier....... MethalMixing . Agg Source Water Source. # f ! Re ort No,,. Date . . . . . . . . 12/9'7 Invoice o . . 130-9 70199 Walters Transit N/A Ready Mix City Well Specifications Required strength,i Slump, Ln * 4 #4 7 day. A.L'r Cont, �+ i �i �! !�! � i i` � �� 4 s T�lF .� � ��: _. � ��F � _ �a� •T �r _ a au. —s :s _ _ s! 9-'ari � � � fii iib _. _. i SIL ii _ _ � : � _ a %MIS, _ slump, i . ,,; Air Cont, Unit wtf pcf Cone Temp,DF Air T m , O PIELD TEST DATA 4.75 (ASTM C-143) 3.9 ASTM C-231} (ASTM C-138) 74 (ASTM C-1054) 74 TruckNo. ...o.lb*# Ticket No,, #....*##..7422 Time Batched.........7:25 Water added, l .... . a Concrete Sampled (ASTM -172). Cylinder - 31) t, & Cylinders Cast (ASTM -1) Field Date Cast. . 8/7/97 @ Tem 0F,9;o***60-80 Time 8-0*20 AM Lab cure from By B McGowan Date�....,,# Sample No.... Cylinder ID 1 970167B 9701670 1D 970167 Cylinder lam (inches) 6.02 LABORATORY TEST DATA (ASTM C-39) X -Sec Area (sq in) 28*46 0.00 0.00 Total Load (lbs) 105640 Fracture Type comical Reviewed by4P. Date Tested ar14/g7 9I4197 9/4/97 Age Comp Tested Stn (days) IDAHO a H[N TON 0 OREGON - WYOMING - MONTANA -6 UTAH * NEVADA. 3710 28 0 28 0 HOLD r� cEOTEcHMGa� ENGNViNG & MATtRiALS TESTING 4460 Kings Way #3, Chubbuck, Idaho $3202 248 237-3400 1 Fax 208 237-3449 Report DICKS COLLEGE PHYSICAL PLANT BLDG -, ID 83460 Pro: ContractorO 'Structure: Loc.-L. Administration Saurey Tunnel l Wall G/L .. Reportedy Walters Ready Mix No. ....-1 ticks. . . # 4 564lbs Cement*#.*o*Ashgrove Type Admixtures . . r !� rI I Oil ft"4011:1 11 it **, 1 h Building MA'T'ERIALS AND MIX DATA Coneupp i � . Method ofl Mixing,.%*Agg . Source.......... Water Source. 6 . 0 # # , # .repo r # . ; Date * 0 & A # 0 * f 8/12/97 File .....I Invoice No--130-97019 Walters Transit N/A Deady Mix City Well Specificatiorls Required strength, ps-4 Slump, in -...,.4 +/- 1 7 day.... FIELDAir Cont, % 3 +/- 28 day.... 4000 DATA Slum (ASTMC-143) Truck No. Air Cont, % 3,a9 (ASTM C-231) Ticket No. **&*ww**ab7422 Unit Wt, pcf ---m (ASTM C-138) Time Batched...... 7-0*25 AM Cone Temp{O' 74 (ASTMC-1064) *o Air Temp,QF 74 No. CY represented 00 .010 Water added, gal , # , , . Concrete Sampled (ASTM C-172). Cylinder Curing (ASTM C-31) bested, & Cyll-ndersCash. (ASTM C-31) Field Cure. days Date Cast., 8/7/97 @ Temp Range, OF.....60-80 Time - AM lb By BMcGowan Lab cure from9 Date Received........8/8/97 Sample ,& , % Cylinder ID 970167 Cylinder Diam (inches) ycauvn.rk.�un.L 1�.3.i' UH'1'H (ASTM C -39j -Sec Area (sq- in) Total Load (lbs) FraCtULre Type 970I67A 6.02 28.46 1O5640 Conical 9701678 6.02 28-o46 127260 Conical 9741670 6.,02 28.46 129110 Conical 970157D Date Tested sf-14rg7 9r4/97 9I4Ig7 Age Comp Tested Str (days) (psi) 7 28 4470 28 4540 IRULD IDAHO . WASHINGTON * OREGON * WYOMING II O Ti ANA * UTAH E TE HNI AL ENG]NEERING & MATERJALSTESTING 4460 Kirigs Way a Chub bu�c r Idaho 83202 208 237-3400 / Fax 208 237-3449 Report RICKS COLLEGE Pr3 t contractor# Structure.. Location: PHYSICAL PLANT BLDG Rexburg, ID 83460 Administration Saurey Tunnel Wall L L * i Building ^i� _ r +rpt _ _. �� moi, .,� �+w � �_;... � � � �s �r - 5rra _ - '�. s •�� r � �i � � +E i � _� MATERIALS AND MIX DATA Reportedi Walters MixNo.. . f . , 1 Sacks/CY ..0. 5 64 l Cement#*-&db*,&Ashgrove Admixtures*.n Ready ix Conc SuppJ4 Method Mixing.... Agg Source # Type I Fater sours RmDort 1%,r . flo* t........ 8/12/97 File ...*.LL Invoice #..130-970199 Iters Ready Mix Transit N/A City Well Specif ications Required strength, psi Air Cont 28 dayb... 4000 FIELD TEST DATA slump, in.-., 4.5 (ASTM -143 Air Cont, (ASTM -231 Unit Wt, PCf (ASTMC-138) Cont Temp (ASTM -1064 Air Temp,O-F 74 Truck No. 60000000*0022 Ticket No. .*........7422 Time ad......... No. CY resented...10 . . Water added, gad.. # . . Concrete Sampled �ASTM C-172). Cylinder Curing (ASTM C�31) tested, & Cylinders Cast (ASTM ,1 Field Curt Date Cast0, 8/7/97 @ 1 Time # 0 10-0*30 AM Lab B McGowan 0 Date Rece' -ved....... .8/8/97 Sample N.,970168 rCylinder Cylinder ILS Diam (inches) 970168A 6.02 970168B 6.02 9701680 6a,02 'D IDAHO ++.,L.ti.i.a7i vllJ. i te+71 LJn1.H (ASTM C-39) Total Load {lbs} 10360 140680 144900 Fracture Type Conical co n1cal Conical Rev i WASHINGTON * OREGON * WYOMING Date Tested 8/14,/97 9/497 9/4/97 Age Comp Tested Str (days) si) 3630 28 4940 28 5090 HOS • MONTANA -* UTAH a NEVADA I S i r� �► T 3 OEOTEGHNICAL ENGINiPING I MATEP1AH TEUM 4460 Kings Way #3, Chubbuck, Idaho 83242 208 237-3400 1 Fax 208 237-349 i11111111tp =1-0' Report to : RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, Ip $3460 Pro 3 Con Tractor Stu: Location: Administration Saurey Tunnel Wall L L*. Reported by Walters Mix packs/cyoe,5641bs CeMent.-,..#A Admixtures,, . r Building MATERIALS AND MIX DATA Ready Mix Cone l'*#. Method of Mixing... Water Source. a ReportNo.,.3 Date . . . . . . . 8/12,97 File N00*&*8C0LRIC Invoice No.m1-070199 Wafers Transit N/A Ready MI City Well Specifications • Slump, _ Requ ired strength, FIELD FEST DATA Slump, i... (ASTM C-143) Air cont, .T -. -31) Unit , PCf ft` (ASTM -138 Cone Temp,OF 72 ASTMC-1064) Air Temp,OF 74 Truck NV # f # 0022 Ticket No. 0*004409607422 Time Batched . . . . . . # . No. CY represented... Water addendr 0 Concrete Sampled (ASTM C-172). Cylinder Cur]_ng (ASTM C-31) tested, & Cylinders Cast (ASTM C-31) Field Cure Date Cast. q 8/7/97 @ Temp Ran -gel OF.,.9060-80 from - By 00 B McGowan --------- Date Received * . 8/8/97 Sample ... Cy I index I 1 B 9701680 7D 970168 Cylinder yam (inches) 6*02 LABORATORY TEST DATA (ASTM C-39) -Sec co -M Area Stn (sq (psi.) 28,46 0.00 0 28 W 00 Total Load 103360 Fracture "hype Conical Rev end Date Tested sI14I97 9/4197 9/4/97 IDAHO @ WASHI TO -6 OREGON a WYOMING* MONTANA # UT Acre co -M Tested Stn (days) (psi.) 28 0 28 0 HOLD i EOTECHNl AL ENGINEERING & M TE RJAL TE fil ruon��8�r%0 1061�I��00 l fez 10� �ii.��Q9 Report to: RICKS COLLEGE Physical Pant Bldg Rxburg, ID 83460 r 3est* Admlnistration Building Contractor: Mickelson & Sons. Structure: Brick Veneer Location., GL . ReiDortea`McGowan Mix Not ....Spec mix Cement/Lime.n/r cementtype.n/r Admixtures..n/r Flow, i }...# ,. Air Cont, Mortar Air T,I-P MATERIALS AND MIX DATA '. .. Method Ma-Agg Source.......... Water Source...#.00.6 Report ... Date,. @ 8/5/,D8 File No.....CCLRIC InvoiceNo..130-980299 p � . Job site N/A City well Required strength, psi 28 day,..... 1800 FIELDTEST DATA - (ASTM C-109) -(ASTM C-231) 58 SS .F represented 0 # ..1 Mortar Sampled, tested Cube Curing ASTMC-780) Cubes Cast T C-109) Field Cures Date Cast.... 7/30/98 @ Temp Range, OF......60-80 T i .. 4:15 PM Lab cure from: By A* B McGowan DateReceived........7/31/98 L.. ORATORY TEST DATA Sample .,,, 980220 ASTM -780 Cube Cube Dimensions X-SecTotal-' ID Width I Width 2 Area Load (LnQhes) (inches k q ire) -Lbs) 980224-00 B 2aOO 4, :. 3*14 3.14 3.14 6720 Date Tested 8/6/98 8/27/98 8/27/92 Age comp Tested Str (days) IDAHO a WAS H I IN GT N * OREGON 0 WYOWNG 0 MONTANAi UTAH dw NEVADA 1710 28 2140 ncc7 -11� -..� i GEOTECHNICAL ENGI EERIBJ & MATERIALS TESTING i n gs ay J1, lu all ija 0 208 237-3400 !fax 208 237-3449 .TAR BINDER ST REPORT Report to.o RICKS COL Physical Plant Bldg ..,r, ID 83460 r 4 eft : �dm.� ?�� t t Bu 4 1 din Contractor: Mickelaon & Sons Structure: Brick Veneer Lat� L - Level I Reported h)y B McGowan Mix ,& ....Spec mix Cement/Lime . n/r Cement type, d ; t .i , Report .,* Date........8/20/98 File NoOOMONCOLRIC Invoice No.. 130-980351 -�ai� _i+�--r*_� � _ �.i��._ _+�F moi•=�•�•_ � =�• =7.,i...`i= �l�i i._ � iii='�-_�'�==-.'T�,...=��i.. f� MATERIALS AND MIX DATA Mortar Supplier..... Methodof ix 4 Water Source........ Spec Mix Job site N/A City well Required strength, psi ILD TEST DATA 28 day,.** 1800 Flow, in. * -- (.ASTM C-109) Time Bat c'hed..,,-.'.....2:00 PM Al -,-r Cont, - (ASTM C-231 Mortar Temp 65 A IF _'1_r Temp,OF as Mortar Sampled, tested. Cube Curing (ASTM C-780) Cubes Cast ASTM - Fief Date Cast, 8/11/98 @ Tem 'I - 80 T m Lab iii from By B McGowan Date Received........8/12/9.8 Sample No-,,,, Cube ID 9802 9802320 LABORATORY TEST DATA 9$232 (ASTM C-780) Cube Dimensions Width. 1 Width (inches) 2.00 X -Sec Area (sq i i 3.14 0.00 0.1-00 Tota. Load (lbs) 4720 aDAHO WASHINGTON OREGON , WYOMING Date Tested s/1s/98 9/8/98 9rar9a ------------------------ y Age Comp Tested. Str (days)(Pow) MONTANA* UT I -6 NEVADA 1500 28 028 0 i 4460 Kings Way 13, Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Report Prod ect Contractor: Structure: Loc i n CRE CYLINDER ST REPORT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Commercial ner a l Column Ftgs L #* Reported by Welters Mix No., # * 0 4 Sacks/CY*-s,&o5:641bs Cement&.*6*.Ashgrove Adm i . * r MATERIALS AND MIX DATA Ready Mix Type I Method of Mixing. a-* a Agg Source.......... Water Source f . . -4 * # Report ..,. Date. . * * . . . .8/12,97 File Ido ... # .COLRIc Invoice No,. .130-970199 Walters Ready Mix Transit N/A City l 1 Specifications Required strength, psi slump, in*** 3 max *��# 28 day.... 4000 l index .I 1 1' 9701700 970170D Cylinder i m (inches) 6*02 -Sec Area (sq F i 28-46 0.00 0.00 Tota. Load (lbs) 99220 Fracture Type Comical Reviewed Date Tested 8/15/97 95/97 9%5/9? Age FIELDT DATA Tested Str Slump{ Win... 3 (ASTM -143) Truck,, ***#99#4.** 3490 Air Cont, - 28 2 Unit i Pcf - (ASTM C-138) TimeBatched.........1:33 PM Cone Temp,OF7 ASTM C-1064) e CY represented*..11 Air Temp,OF Water added al . . f Concrete Sampled (ASTM -172), Cylinder Curia(ASTMC-31)tosteel, 1 n t ASTM — 1Date � l�sr +�s..a. Cast... 8/8/'1 r @ Temp Range, OF.....60-80 T1 -me .00 2*.00 Pm Lab curefrom: By .. B McGowan Date Received........8/9/97 LABORATORY TEST DATA Sample # . # 970170 (ASTM C-39) l index .I 1 1' 9701700 970170D Cylinder i m (inches) 6*02 -Sec Area (sq F i 28-46 0.00 0.00 Tota. Load (lbs) 99220 Fracture Type Comical Reviewed Date Tested 8/15/97 95/97 9%5/9? Age pomp Tested Str (aayls) i- 3490 28 0 28 0 HOLD IDAHO -0 WASHINGTON * OREGON * WYOMING a- MONTANA * UTAH -0 NEVADA GEOTECHNICAL ENGINEERING & MATER'rALS TESTING 4460 KIngs W , ChubbtjCk, Idaho 83202 208 -3400 Fax 208 -344 Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Project: Administration Building Contractor Commercial General Structure Column Ftgs Location. o Q Tu aw-��,• MATERIALS AND MIX DATA Reported by WaltersReady Mix Mix Now # 0 . s 1 Sacks .. ,.. ,, 1 . nt a * # . 0 4 Ashgrove Type I Admixture , . rr Conep r # # & W # • 0 Method of Mix in ... # . Wates` Source.is�#�.�. Report f . . Date. 6 0 x# 4 0 9 8/ 12/9 File..'so -OL Invoice . . ;- x'0199 Walters Transit N/A Ready i city well -Specif is a ions Required siren gth, psi Slump, �n * , * 3 maw 7 day :MELD TEST DATA Slump, in . #. ,,(.ASTMC-143) Air Cont, T1 C-231) Unit wt, pcf (ASTM C-138) Cork Temp , O 72 (ASTM -1064 Air Temp{ O 7 Truck No. Ticket #,00.7492 Time Batched.........1:33 No* rented . 0 4 11 Water added,l..... Concrete Sampled (ASTM C�172), Cylinder Curing (ASTM C-31) tested, & Cylinders Cast T � 3 1 Date Cast., 8/8/97 @ Tem RangeO #- ' T im .4 Pm Lab cure fr By ..n Date Received. SampleNo..,... Cylinder ID .1 9701700 1 970170 Cy 1 i ride r Dram (I'Mches) .s_.n�vrcr�,l'caxY '1'-WS'1' DATA (ASTM C-39} X -SSC Area (sq in) Total Load (lbs) Fracture Type Rev ewe Date Tested 8/15/97 9/5/7 x/5/97 Age comp Tested Sir (days) (psi.) 10AK * WAWNGTON w OREGON 'o WYOMING -a MONTANA • UTAH -D NEVADA 7 3490 28 0 28 4780 HOLD 28*46 99220 Conical 28*46 141120 Conical .02 28-46 1 160 Conical Rev ewe Date Tested 8/15/97 9/5/7 x/5/97 Age comp Tested Sir (days) (psi.) 10AK * WAWNGTON w OREGON 'o WYOMING -a MONTANA • UTAH -D NEVADA 7 3490 28 0 28 4780 HOLD r� GEOTECHNICAL E 1 E 91 & MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 8.3202 208 237-3400 / Fax 208 237-3449 Report to# RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Project. Administration it 2- Contractor: Conunerc is l General Structure: Wall/column ft Location., L C.0/5.0 Reported by Walters Mix No. .0.-513 Sacks./CY....5641bs CementwooeqeAshgrove Admixtures* .AE 4 oil all 6--iwy a ZV h MATERIALS AND MIX DATA Ready Mix Type I Prokrete N Cone Supplier. **, Method Mixing . egg Source... Water Source.. Report No.9.5 Date*.,.,,.,9/8/97 Invoice *,.130-970216 Walters Transit N/A Ready Mix City Well Specifications Required strength, Slump, 3..# 1- 7 day .. Air Cont, % 3 28 day**&* 4000 FIELD TEST DATA Slump, ire,. ,. ,, ASTM C-1.43) Air Cont, T -231 Unit Wt. pcf - ASTMC-138) Conc Temp,OF 70 (ASTM C-1064) Air Temp,OF 80 Truck ..25 Ticket Nc. . . . . . .. # .. 7 618 Time Batched,, . * * * .9 -WIff a . CY represented...8.25 Water added, gal.....0 P Concrete Sampled (ASTM -172), Cylinder urj- ng (ASTM C-31) tested, & Cylinders Cast ASTM 1 Heid Cures Date Cast, , Temp Range, O F . . .60-80 T .. M Lab cure from: By 046 B McGowan Date Received......... 'T +� +� _ ��. �' � _ T �!! � iY i _ if�RF � ,� : �� _ �i �d � � T a! �r •moi _- .�F �+-fiF �Y : a� �r � _ �,� �+: a.: � _, _ � s, � ��, �i �� _ _ � �! � � iii � _ : a� : _ T -�.t ,_ � LABORATORY TEST DATA, Sample No.... 970181 ASTMC-39) r yi i rider Cylinder X-� Total Fracture atm Age COMP I iam Area Load Type Tested Tested (inches) (sq i(lbs)s (.psi 11 . 2 114860 Conical 8/20/97 7 4040 970181B 0.600 9/10/97 28 0 970181C 0-000 9/10/97 28 0 970181D ROM Reviewed bv-: IDAHO a WASHINGTON # OREGON * WYOMING a MONTANA U ..I' A l a s 1 S =� GEOTECHNICAL ENGiNEERINC� � -MATOPILd TLNINO 4460 flings Way #3, Chubbuckp Idaho 83202 208 237-3404 /Fax 208 237-3449 Report to, Pro t Contractor,. Structure: Location, CONCRETE CYLINDER ST REPORT :DICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83450 dmini stmt ion Building Commercial General Column ftgs Reported Walters Mix * ....513 sacks . is 0 .564lbs Cement. 0..#* Ashgrove Admixtures.. # MB 90 MATERI S AND MIXDATA Rudy Mix Type I Pt Conc Supplier....... Method of Mix 1 -ng waterSourcea $ 0 9 Rencrt No. 6 .L Date. # ;9 `8/9 File o..*.I Invoice No.. -0130-970216 Walter Trans t N/A Ready Mix City Well Specifications• Required strength, i FIELD TEST DATA Slump, i... (ASTM -143 Air Cort f ASTM C-231) Unit Wt. pcf - T -138) Conc Temp , O'ASTMC-1064) Air Temp,OF 76 Truck No.��... Ticket No. Time Batched,, -..,...,119.16 Yrepresented.,,,8.25 Water added, gal# . * . . tested,Concrete Sampled (ASTM C-172). Cylinder Curing (ASTM C�31) & Cylinders Cast (ASTM ,1) Field Cure ,yJ! Date cast, 8/14/97 @ Temp Range, OF.....60-80 Time .# 12 00 Pm a b cure from* By .. McGowan Date Receivedq Sample No. #0 Cylinder ID 1 1 182 1 970182 Cylinder Diam (inches) 6.02 LA6UKxToRY TEST DATA (ASTM C-39) X -Sec Area (sq in) 28-46 0.600 0.00 IDAHO 0 WASHiNGTON Total Load (lbs) 115120 Fracture Type Conical hv r OREGON WYOMING 'O T, Date Vested 8/21/97 9/11/97 9/11/97 Age Comb Tested Str (days)(Ps a UTAH 6 NEVADA 4040 28 0 28 0 ]HOLD i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Wayubbu , Idaho 83202 208 237-3400 / Fax 208 237-3449 Report t Pro it: Contractor: Structures* Location: CONCRE CYLINDER TEST REPORT RICKS CLIQ E PHYSICAL PLAN` BLDG Rexburg, ID 83450 Administration Building Commercial General Column ftgs Reported by Walter 5-21 sacks .a*# 564lbs Cement*'6#*.-Ashgrove Admixtures. -* MBAE MATERIALS AND MIX DATA Type Prokrete Cork Supplier. .. tmixing.Agg .� Source......,,,,, Water source........ Report . �. * 0 Date. R f i • # # 0 9/8/ 9 f File 0 # ! & . COLRIC Invoice # * 130-970216 Walters ]Vrans.4.-t N/A Ready Mix City well Specifications Required strength, psj- Slump, in... 7 day.. Air Cont, 3 28 day.... 4000 FIELDDATA Slump, in,,,, 2.5 (ASTM C-143) Air Cont, ASTMC-231) nit Wt, pcf - (ASTM -138 Cone Temp,OF (ASTMC-1064) Air Temp,OF Truck Ticket No. Time Batched.........11,-.16 . CY represented.,,,8.25 Wateradded, gal .. * . # Concrete sampled ASTMC�172), Cylinder Curing (.STM -1 L-ested, & cyl-Lnders Ca5t �ASTM C-31) Field Cure,, days,.....1 Date Cast. 8/14/97 @ Temp .L 1 Lab cure e. By 3 McGowan date Received.. ......8/15/97 Sample f . i Cylinder I 1 1B 70182. 1 70182 Cylinder ('inches) 6*02 6902 6.02 LABORATORY TEST DATA (ASTM C-39) -Sec Area (s.q in) 28-46 Si i 46 28446 5410 Total Load (Ibs) 115120 154100 152820 Fracture Type Reviewed by.. Date Tested 8/21/97 9/11/97 9/11/97 Age Comb Tested Str (days) Si 4040 28 5410 28 5370 HOLD IDAHO WASHINGTON OREGON 16'WYOMING MONTANA UTAH NEVADA i GEOTECHNICAL ENGINaERING 8t MATERIALS TESTJNG 4460. Kings Way a Chubbuck, Idaho 83202 208 237--314 0P / Fax e) 237-3449 Repart to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Proi Building Commercial General Structure # Column/wall ftgs location* g/1 Reported by Walters Mix No,, #4..1 Sacks d&*. .1 Cement * W . * 0 * v Admixtures,. MATERIALS AND MIX DATA Ready Mix Type I Prokrete N Conc Supplier....... method Of Mj.ng., Agg # Source.......... Water Source. a 0 & .0 1& # a Report No's-60 Date,*.,.,,#9/8/97 FILle No..eseCOLRIC Invoice . . 1 - 702 1 Walters Trans it N/A Ready Mix City well �, Air Cont + - 6 * . # 4000 FIELD DATA Slump, ,., * ASTM 0-143 Air Cont, *7 (ASTM -231 Unit Wt, PCf (ASPM C-138) Conc Temp,O - ,O (ASTM —1064 Air Temp,QF 80 Truk No. 96000*0*32 Ticket &#........7707 Time..*....## No. CY represented. Water, jai .. * . . PM Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) tested, & Cylinders Cast ASTM � Field Cure Date Cast99 3/15/97 @ Temp Range, OF.....60-80 Time PM L ab Cure from: By B McGowan Date Rem eived........8/16/97 Sample ... Cylinder D 71 '1 9701830 1L 970183 Cylinder i am (J_nches) LABORATORY TEST DATA (ASTM C-39) X -Sec Area (sq ire Total Load (lbs) Fracture Tv -pe 6*02 28.46 109 880 Conical 6*02 28.46 155600 Conical 6*02 28-46 145140 ical Reviewed bye IDAHO H I N TON OREGON WYOMING MONTANA Date Tested 8/22/'97 9/i2/4i 9/12/9i Acre Camp Tested Str (days) (psi) 7 386 28 5470 2$ 51013 H[?LD E TE Hl AL ENGINEERING f & MATERIALS TESTING 4460 Kliqgs M , Chubbuck,Idaho 83202 208 237-3400 / Fax 208 237-3449 CONC TE CYLINDER QST RESORT Report to; RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83450 3 Administration Building Contractor: Commercial General Structure. *Column/wall ftgs Location . i Reported by Walters Mix No.. #...513 Sacks/CY...1 Cemen # 4h * # • & V Admixtures-,.MBAE 90; MATERIALS AND MIX DATA Ready Mix Type I rr Conc Suppiier.*a*#*. Method Mixing . 0 . a + egg e ■ . # # . i . i . . Water Source . % % 0 0 6 a Re'ort...* a...,,,,#,-/8/97 File * V 0 a. a COLRIC Invoice No,6.130-970216 Walters Transit N/A Ready Mix Specif ications Required strenqth, T FIELDAir Cont, % 3 28 day.990 4000 TEST DATA of is * , $ 2 (ASTM 0--143 Air Cont, 34.7 ('ASTM -231) Unit C-138) Cone Temp,OF (ASTMC-1064) Air Temp, OF so Truck No. #*004.*v9*o Ticket No,, .'0'V000W# 7 Time ,,, *3:02 No* CY represented....11 PM Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (,STMC-31) Field Cure, days.....1 Date Cast,..., 8/15/97 Temp Range, O*....6080 dime 3A-30 PM Lab cure By B McGowan Date i ved........8/16/97 Sample # . * 970183 *Cylinder Cylinder ID D (inches) 970183A 6*02 970183B 7 1830 1 LABORATORY TEST DATA (ASTM C-39) Total Load (lbs) 109880 Fracture Type Conical Reviewed 0 Date Tested sr22/97 9/12/97 9/12/97 IDAHO -6 WASHINGTON a OREGON w WYOMING # MONTANA * UTAH Age comp Tested. Str (days) (psi) 3860 28 0 28 0 HOT i GEOTECHNICAL ENGINEERING MATERIALS TESTING 4460 Ki,pgs Way , Chubbuck, Idaho 83202 208 237-3400 / Fax 208 -3449 Report to: Pr3: Contractor# Structure, Loc t iL CONTE CYLIENDERQST REPORT RICKS COLLEGE PHYSICAL PLANT .BLDG Rexburg, ID 83460 . dmi-itr ion Building Commercial General Wall L T.,. MATERIALS AND MIX DATA Reported by Walters Ready Mix Mix N • 4 * e e 513 a a * 0 # 564lbs Cement*&**1**Ashgrove Type I Admixtures. o MBAE 90 Cone Supplier.��#. Agg Sour * * 0 -0 f a # # # Water Source..*00t&4 Report No. -.-.B Date. # 9 a s # a a 9/8/97 File No,,...,.00LR1C Invoice .130-970233 Walters Trans it NIA Ready Mix City Well Specifications r n..., 1-3 Requi-red strength, psi" 7 day. FIELD TEST DATA Slump, i..., 3 (ASTM -143) AiLr Cont,. ASTM -231 Unit Wt, pcf - (ASTM -1 Cone Tm,O 7 .TM :1064) Air Temp,OF so Truck No. Ticket * .9*0.0*0047. Time Batched.........1:29 Water added, gal, . • • Concrete Sampled (ASTM -CylinderCuring tested, & Cylinders Cast ASTM -, 1 Field Cure Date Cast ,, 8/18/97 @ Temp Rangeir c' - T Lab cure from: • * McGowan Date Received........8/19/97 Sample Cylinder Cylinder Diam (inches) 6.02 602 6,02 LAI3QRA,'I'pRX TEST DATA (ASTM C-39). X -Sec Area (sq in) 28*46 23.46 28-46 Total Load. (lbs) 91620 136820 137260 Fracture Type Reviewed by Date Tested 8/25/97 9/l5./97 9/15/97 Age Camp Tested 5tr (days) (psi) IDAHO # HJN TC)N e OREGON - '' I I I * MONTANA, 1P UTAH * NEVADA 322 28 4810 28 4820 HOLD i i GEOTECHNICAL ENGINEERING & iulATERIAIS TESTING 4460 Kings Way #3, ChubbjCk, Idaho 83202 A AT9400 ) Fax MA TAW Report to. ProDect: Contractor: Structure: hoc ,t ion e RICKS COLLEGE PHYSIC PLANT BLDG Rexburg, ID 83460 Adrninistration Building Commercial neva Wall ftgs L T.0/8*0 MATERIALS AND MIX DATA Reported y Walters Ready m_ Mix No. . 6 v . S Sacks...* Ceme nt o .. # o o A s hgrove Type I AdmIxtures..MBAE 90 1 ,i. c X4.+6 -'. . # s 0 * 0 • Method of mix ung Agg Source.,. 0 our .,.. i 0 4 f f Water Source..:*i.#,, Slump, FIELD TEST DATA Report o , * . Date,.,,,,,,9/8/97 Fide No6wasoCOLRIC Invoice # . 130--970233 Walters Transit N/A Rase Mix City Well Slump, in,.,, 3 (ASTM C-143) Truck No. ON068060#0023 Air Cont, % 3.6 (ASTM C-231) Ticket No. 904*090*0a7752 Unit Wt. pcf - (ASTM C-138) Time Batched..........1929 PM Cork Temp,OF 70 (ASTM C-1064)0 Air Temp,1F so . CY represented... 1 -1 Water added, l . . . . . Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) tested, & Cylinders Cast ASTM C-31) Field Cure, days.....1 TJ-meDate Cast, 8/18/97 @ Temp Range, 1F.....60-80 .1. . cure from: By Wt B McGowan Date Recce' ved........8/19/97 Sample ... 970188 Cylinder ID 1 1B 9701880 1D l index j -a (inches) 6.02 X -Sec Comb Tested Str sq in 28.46 3220 28 f 00 0.00 0 TzbT DATA (ASTM C-39) Total Load (lbs) 91620 Fracture Type -� -M..__-4--_- Conical Reviewed0 IDAHO # WASHINGTON -* OAE - WYOMING * MONTANA Date Tested a/25/97 9/15/9? 9/15f97 NEVADA Comb Tested Str (days) (PS -I-) 3220 28 0 28 0 14OLD NEVADA i GEOTECHNICAL ENGINEERING & MATERIALS VESTING 4460 K'Ings Way , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID $340 Prof Contractor.,ip Structure: Loc ion Administration wilding Commercial General Wall ftp L *S.. Reported by Walters Mix No,. * -w . -w 513 Sacks/CY4##*1 ..g#v.o Ashgrove Admixtures,,.MBAE 90 MAI S AND MIX DATA Ready Mix Cone Supplier. ;#'m0.# Method of Mixing,Agg . Source,�#��.� Type I Water source,&,.*,,, Report N Date, -,,,,,,.,,9/8/97 File .....I Invoice .. 130-970233 Walters Transit N/A Ready Mix City well Specifications Slump, Requistrength, psi Air Cort �W6 28 day. a 4000 FIELD T s DATA. Slump., in,,,, STC -143) Air Cont, t ASTM C-231) Unit Wt.pcf(ASTM C-138) Conc Temp,OF 72 (ASTM -1064 Air Temp , 0 TruckNo. 6 **9*.#006..• Ticket ,,..,.,,,,,...766 Time Batched.........7:44 AM . CY represented .# 411 Water added, al..... Concrete Sampled (ASTM C,172). Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (:STM 1) Fief Time.Date cast... 8/19/97 @ Temp Range, OF.....60-80 : 1 AM Lab By B - McGowan Date 8/20`97 Sample ,..,. 970193 -Cylinder Cylinder ID is (inches) 970193A 6.02 1B 1 LABORATORY TEST DATA, (ASTM C-39) -sec Area (sq in) 28946 0000 0000 Total Load (lbs) i�lY � � � •_. �; rd 92640 Fracture Type Reviewed b�r.w Date Tested 8/2/97 9/15/97 915/97 Age COMP Tested Str (days) (psi) IDAHO * WASHI TO a OREGON* WYOMING & MONTANA * UTAH a NEVADA 3250 28 028 0 11 EOTE HMAL ENGWEEWNG & MATERIALS TESTING 4460 Kings Way 43, Chubbuck, Idaho 83202 -3400 / Fax 208 1-x-+49 waimealm!'My Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Pro ect: Administration Build Contractor: Commercial General Structure: Wall ftgs Location.. L RoS/6*0 MATERIALS AND MIX DATA Reported by Walters Ready Mix M]".x No,, 5 1 Sacks lbs Cement400&&*fir Type I Adm.qtr ,, ,, M.. 90 ons..90. Method Of Mixing,. . 'daterSource,,,.,,,,, Report No,,..9 Date......i*9/8/97 File #....I Invoice ,.. 130-•970233 Welters Tran s it i N/A C.Ity Well 'iiSlump, V ttlr �l�rrr fired.. strength, 1 Air 40-00 _$__-1:��a�__.•i.��r��rf��E� day.... - FIELD TEST DATA I.i ne 3 (ASTM C-143) Truck No. 0*006NA609032 Air Cont, % 3-v5 (ASTM C-231) Ticket No. 6-0 6 & S 0 0 aUnit Cone Temp , O F 72 (ASTM C-1064) Time Batched...,.......7*44 AM + O so Nod CY resent # * f 11 Water added o l . . . ` i Concrete Sampled (ASTM C-172). Cylinder Curing (ASTM C-31) tested, & Cyllrnders Cast (ASTM - Field Cure Date Cast, x/19/97 Temp Range,OF.....60-80 T.ime 49 8:1S AM Lab cure from -P By e McGowan ate Receive! . . 8/20/97 Sample No,, # if Cylinder IID 1 1 1 1 X70193 Cylinder a (inches) LABORATORY FEST I3ATP,, (ASTM C-39) X -Sec Total. Fracture Area Load Typesq in) (Ibs) 92640 134460 136800 Conical Conical Conical Reviewed : . IDAHO* WASHINGTON & OREGON & WYOMING Date Tested 8I26Ig7 9/16/97 x%16/97 0 UTAH * NEVADA Age COMP Testedtr (days) (psi) 3250 28 4720 28 4810 i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 / Fax 208 23743449 --. Report' 1; to PHYSICAL PLANT BLDG Rexburg, ID 83460 Pro " Build in . r act 4 Commercial r`r Structure: Column Ftg Location: L J -0/6.0 MA's! S AND MIX DATA Reported by Walters Ready Mix Mix Nod.. .. , # 513 Sacks g e o * 0l Cement**O***Ashgrove Type I Admixtures.,-MBAE 90 Cone Supplier#t**.4F.* Method of Mixing.... Agg Source.......... Water Source ! 4 .0 & -W 0 Report No...10 Date.,,,,,,,9/8/97 Invoice -.,.130-970233 Walters 'transit N/A Ready Mix Spec i i strength, p� Slump, i.... 1-3 .a. , .ter Cont, FIELD TEST DATA Slump.,3 (ASTM -143 Air Cont, 3.4 (ASTM -231) Unit Wt,(ASTMC-138) Conc ,O (ASTM -1064) Air Temp.11F Truck NoW .w#.0.**.V# 43 Ticket No,, #.� *.�� #7838 No. CY rr.., Water added, i . .. * . O Concrete Sampled (ASTM C,172), Cylinder Curo tes-ted, & Cyl inders Cast ASTM C-31)j-ng Field Cure, ; . . .. . 1 Date Cast, 8/20/97 @ Temp Rangef OF,,, -,..60-80 Time .. Lai cure from: By B McGowan Date Received 8/2 1/97 Sample No... Cylinder I 970194 Cylinder I. am (inches,) lintsurd-11TVKY '1'F;ST DATA (ASTM C-39} X -Sec Area (sq in) Total Load (lbs) Fracture Type 6.02 Comb'` 28.46 Str 99440 Conical 9 3490 28 5070 144340 conical 6.02 28.4-6142100 Conical IDAHO - WASHINGTON * OREGON 0 WYOMING 0 M0NTANA Date Tested 8/27/97 9/17/97 9/17/97 Age Comb'` Tested Str (days)(PSO 3490 28 5070 28, 4990 HOLD UTAH # NEVADA V00, GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way,43, Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-349 C0NCRETE CYLINDIRR ST REPORT Report t : RICKS PHYSICAL PLANT 13LDG Rexburg, ID 83460 Proi ect - I i Contractor: Commercial General Structure: Column Ftg Locat' L J90/6.0 Reported by Walters Mix Not #,,,513 Sacks/CY0064 Cement* .. V & * Admixtures . - MBAR 90 MATERIALS AND MIX DATA Ready mixConc a er, Method of Mixing.. Aacr Source f 4 f** 9 0 Type 1 Water Source.0 Report. No.o.10 t.*a.#t#*9/8/97 FileNoe*..-COLRIC InvoiceNo..130-970233 Walters Transit N/A I. Ready MIIx cl-ty well Specif i Si -ons IUMp, Required Strength, psi i. . . 1- Air Cont,- 7 day , 28 day.,... 4000 PIED 'TT DATA i,., (ASTMC-143) Air Cont, ASTM C-231) Unit Wt,, PCf - TC -138) Cone Temp_ (ASTM C-1064) Air Temp,OF Ticket.*�,. Time B .t 1.9...66*67: Am NO* CY represented,,. -.8 Water added. gal. * * a 0 Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) tested, & Cylinders cast (ASTM C-31) Field Cur days.....1 Date Cast.,8/20/97 ef Time Temp Range # . * * . -, By .0.0 B*McGowan Lab cure from: atm -1/9 7 LABORATORY TlWqT nhrrn (ASTM - a- No.* 0 970194 eCylinder Cylinder -Sem Total ID iam Area Loa (inches) ink(Ibs) . 02 28*46 99440 0100 9701940 0,00 '1 Fracture Type Conical Reviewed Date Tested 8/27I57 9/17/j 7 9IZ7l97 IDAHO 0 WASHINGTON * OREGON * WYOMING & MONTANA ilo' ` NEVADA r Age Tested (days) 7 28 Z$ HQLD Comp Str (Psi) 3490 0