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Home My WebLink AboutSTRATA - CONCRETE CYLINDER TEST REPORTS 11-19 - 97-00029 - Ricks College - Administration Buildingi GEOTECHNICAL ENGINEE-RING & MATERIALS TESTING 4460 Kings Way r43, Chubbuck, Idaho 83202 208 L1 -j40 ' F -X 208 � Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg ID 8346 Pro I ect Administration Building Contractor: Ccmmercial General Structure,. Wall ftgs Location. G/L Q.5/2.0 MATERIALS AND MIX DATA Reported by Walters Ready Mix. Mix No. .,...513 Sacks/CY. * . # l bs Cement... ..Ashgrove Type Admixtures-,.MBAE 90 Coni UVV I I- Method of Mixing& & Agg Source f# a # 0 i# Report . . . 1 Date. -......49/8/97 File Noosee4XOLRIC Invoice No. # 130-97023 Waters Transit N/A Ready Mix City Well Specifications Required strength, Air Cant,-�� 4000 F I .LD TEST DATA Slump, in*-.. 3 (ASTM -143) Truck No. *20 Air Cont, (ASTM -P Ticket # . . . .. . . # . . 7 88 Unit Wt. pcf (ASTM —138) Time B .*a.000WP 2 . Conc T mp , ' i (ASTM C-1064) No * CY rented . -a -a Air Temp,'F 84 Fater added, gal . . . . . Concrete Sampled (ASTM -1 Cylinder Curing (ASTMC-31) tested,CylindersCast (ASTM - 1) Field Cure, days # . . * 0 Date Cast.. 8/19/7 @ Temp Range, O...#..60_80 Time .. M Lab cure from,. By B McGowan �� fir. i�r�-- i�iF i1 �E! � � Date Received.#8/20/97 �� _ _ - - :: � as -� rer r- �r -� �•�. ��.. �� : -. �r � � � �1�F iig f� i� #�F �F �f - � � rear i�Y TF r� a: ark - �r : _ � -�. _ _ _ _ _ _. _ _ _ _. � - _ :. _ _ � :: LABORATORY �� TEST DATA Sample No... 970197 ASTMC-39) Cylinder Cylinder X -Sec Total Fracture Date Age comp ID Diam Area Load Type Tested Tested Str (inches) (lbs) (days) ( 970197A 6w02110140 conical 8/26/97 7 3870 970197B 6.02 28.46149020 Conical 9/16/97 28 5240 970197C 6.02 28-46 149560 conixal 16/97 28 5250 970197D SOLD Reviewed i IDAHO * WASHINGTON # OREGON * WYOMING a, MONTANA a UTAH * NEVADA AK GECTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 7-3400 1 Fax 208 237-344 Report RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Prof ect: AdministrationBuildj'-ncj Contractor: Co=ercial General Wall q Location. L Q*5/2*0 ReportedWalters Mix No. %0.0.513 Sacks.**.lbs Cement. .****Ashgrove Admixtures * $ BAE 90 0 Vim_ 9 D1 %L0 MATERIALS AND MIX DATA Ready Mix Cone Supplier .... a Method of Mixing.0Agg .. Source .#g4A0#. . Type I Water Source....... ReportNo.. oil Date. ... ....x'/8/97 File *..*.I Invoice ..1-970233 Walters Transit N/P, Ready Mix City Well SpeLCif jCatjonS Requiredstrength, psi Slump, in... 1-3 7 day.... Air Cont, 1 28 day*&&# 4000 FIELD FEST nATA Slump, in... ASTM C-143) Air Cont, ASPM C-231) Unit Wt, (ASTM C-138) Cone Temp,OF 74 (ASTMC-1064) Air Temp, OF 84 Truck No. Ticket Nog ..#..,.-...7788 Time Batched#..,.......205 represented# # . Water added, 1 . * . Concrete Sampled 'TI C-172) , Cylinder Curing ASTM C-31) t d, & CylindersCyst {ASTM C-31) Field Cure, days.....I Date Cast. 19/97 @ Temp Range, # . Ti" -me Lab r e from: By B McGowan Date �.. . .. # ,., ,,. 7 Sample c.*. 970197 ,Cylinder Cylinder I D Diam. (inches) 970197A 6*02 1B 9701970 LABORATORY TEST DATA (ASTM C-39) X -Sec Total Fracture Area Load Type (sq i(lbs) 28.46 110140 conical 0:00 0.00 Re i vi8/2-ewed Date Tested 9/1/97 9/16/97 Age COMP Tested r (days) (psi) 3870 28 0 28 0 HOLD IDAHO - WASHINGTON a- OR O X I # MONTANA * UTAH e NEVADA i S T FR a � a GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way 13, Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Report Project: Contractor.. Structure: Location: Oa.* RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 8.3460 Administration Bu di Commercial Genera. Air voids in bedrock L L-* Reported by Walters Ready Mix Mix No. . i i .514 Sacks $ * . n r Cement .. .... Ashgrove Type Admixtures.-.n/r Cone Ii . 9 V . * * 9 Method of Mix ire # 0 . Agg Source .* 6 0 0 0 -■ # f Water Source. i i i &# a Report . # . 1 Date.......#9/8/97 F-L*le No.....COLRIC Invoice No..130-970233 Walters Trans it N/A Ready Mix city well Specif ications Required strength, Slump, 1 ,., # maw 7 day w * f ow Air Cont, 28 day 4 o a s 4000 FIELD TEST DATA Slump, in... .ASTM C-143) Air Cont, - (ASTM -231) Uni't Wt, PCf _(ASTM C-138) Cone Temp,OF 78 .STM C-1064) Air Temp Truck * . &#.#..o*#* Ticket No& ..........7972 Time Batched. . I V I V** f lop 44 represented... Concrete Sampled (ASTM -172){ Cylinder Curing TiC-31) , & Cylinders Cast (ASTM -1) Field Cure, ..*.1. Date Cast. 6 Temp Range, OF.. # . # 60-80 Time .. AM Lab cure from By 00 McGowan Date Received........8/26/97 .sample . . , 970198 LABORATORY TEST DATA (ASTM c-39) .Cylinder l find X -Sec Total Fracture Date Age Comp ID Liam Area Load Type Tested Tested Str (inches) (sq ire) (Ibs) (days) 1 6v02 .�__-__ 23.46 .�----_ _ _ ____ 92720 Conical 9/1/97 7 3260 7 9/22/97 28 0 9701980 0.00 9/22/97 28 0 HOLD Reviewed IDAHO 9 WASHINGTON* OREGON -P WYOMING a MONTANA-* UTAH * NEVADA EOTE HNI L ENGINEERING & MATERIALS TESTWG 4460 Kings Way , Chubbuck, [ aho 83202 208 237-3400 1 Fax 1208 237-3449 Report to: RICKS PHYSIC Rexburg, Pro3ect.o. Contractor: Structure: Lt LLEGE PLANT BLDG 83460 Administration B Commercial General Air voids in bedrock L L.5/8.0 MATERIALS AND MIX DATA Reported by Walters Ready Mix Mix No... -ma&i 1 Sacks n/ Cement,. .5 . a i AshgrOve Type I Admixtures,,.n/r Cork Supplier....... Method of Mixing.... Agg Source. 0 MP a Fater Source., # # i Report No.,.12 Date...... , .9/8/'97 InvoiceNo..130-970233 Walters Ready MSX Transit A city Well r gyred strength,, psi Slump, in...,. 4 max 7 d Air Cont, _ iYPT#eJG �� _�� _ n/r __ ___ :S4 aa+sal: sa.��p::_ ___.�_ _T�� .F 28 day.... A FIELD TEST �F �� DATA �:mss _ _ ____ _ __�_ T _ TT_ TTT T �lFT •Ti+.l!�i�li� Slump, in... 4 (ASTM -143) T o*43 Air Cont, -- ASTM C-231) Wicket No. . . . . . . # . . . 7 7 2 Unit Wt, (ASTM C-138) Time Batched......... 1.*.44 M Cons Temp,OF 78 (ASTM C-1064) . CY r sent . s . Air Te ,'F 84 Water added, gal. * * . Concrete am l T C - 172)r Cylinder Curing TM -31) tested, & Cylinders Cast AS's - Field Cure, .. . . . 1 Date Cast... 8/25/97 @ Temp Range, -80 Time .. 2-030 AM Lab cure from: By so McGowan Date Received. #***.t0 2 LABORATORY TEST DATA Sample ...1 (ASTMC-39) *Cylinder l ender X -Sec Total Fracture Date Age COM ID DiamArea Load Type Tested 'Tested Sts Ih In (Ibs) (days) (P -Ed) 1A 22768 Conical 9/1/97 7 Soo 970198B 6a0238860 Conical+f}f} 7 28 f 1370 9701980 6.02 28.46 41160 Conical 9/22/97 28 1450 970198D HOLD Revidwed b IDAHO WASHINGTON OREGON WYOMING MONTANA UTAH NEVADA VK GEOTECHNICAL ENGINEERiNG & MATERIALS TE TN 4460 Kings Way 13, Chu6buck, Idaho $3202 208 237-340 I Fax 208 237-3449 Rerort Project f Contractor. Structure: Location,. id elk na 6-111 a RICKSCOLLEGE PHYSICAL PLANT BLDG Rexburg, ID 834.60 Admio-nistration Building Commercial General 11 ftg L *o MATT S AND MIX DATA Reported by WaltersReady Mix Mix Noe oeo*513 Sacks/CY....5641bs Cement...##.Ashgrove Type Admixtures..Prokrete No MB AE 90 cork supplier. .**0 Method of Mixing. ##. Agg Source. *4**•*4160 Water Source...*...* Re ort Noe.*1 %ate......*.9/8/97 .fie I Invoice T . 6 130-970233 Walters Ready Mix Transit N/A City well Spec i f is at icons Requi-red strength, ps 3L lump in... 1-3 7 day.. Air Cont, +/- 28 day**.. 4000 FIELD TEST DATA Slump, &.. 3 (ASTM -143) "truck No. 0&*0**00.0* Air Cont, (ASTM -231) Ticket No., ..*#...#.7973 Unit - ASTM C-1-38) Time Batched.........2:43 A Cone Temp, O (ASTM -1064) No 16 CY represented. * * 7 Air Temp , '89Water added, .1 .1 . 1 . Concrete Sampled ASTM C-172), Cylinder Curing ASTM C-31) tested, & Cylinders Cast ASTM C-31) Field Cure, days . . . . ..1 Date Cast.0 8/25/97 @ Temp Range, 1F.....60-80 Time 34030 PM Lab care frcm.. By B McGowan Date Recti i * . . ,.. . . # " LABORATORY TEST DATA Sample o # . 7 019 9 ASTM C-39) Cylinder Cylinder -Sec Total Fracture Date Age comp ID Diam Area Load Type Tested Tested Str (inches) i lbs) (days) ( 71 28.46 3040 Conical 3270 1B 0.00 9/22/97 28 0 9701990 0.000 9/22/97 28 0 1D HOLD Reviewed 10AHO e WASHINGTON 0 OREGON * WYOMING -a MONTANA . UTAH * NEVADA A Or 5 GEOTECHNICAL ENGINEERING &MATERIALS TESTING 4460 Kings Way ; GhubbucR, Idaho 83202 208 237-3400 / Fax 208 237-3449 CONTE CYLINDER TEST REPORT Report RICKS COLLEGE PHYSICAL PLANT BLD Rexburg, ID 83460 Project dnia-iBuilding Contractor: Co=ercial Str uu Wall Location ,. J t . MATI S AND MIX DATA Reported by Walters Ready Mix Mix No,. #...513 Sacks/CY564lbs Cement.......Ashgrove Type Admixture . . F e AE 90 Cone Suppl ier . 0 0 0 0- e Mixing.*** Agg Source.......... Water Source...## Report o,...1 Date. 0 0 * .0 * 0 1 9/8/9 7 FileNo.....,,COLRTC Invoice ..1-970233 Walters Transit N/A City We 1 Ready Mix specif ications Required strength, psi Slump, in..,.. 1-3 7 day... Air o - , - 1 28 day FIELD TEST DATA Slump, . .. ASTM -_143) Truck No... Al -r Cont, % 3.8 (ASTM Ticket No. 7973 .L ,� +� _. S'A'M C-138) Time t * ." .. , . # # . Cone Temp,OF ASTM C-1064) Nov CY represented. f Air Temp , * F 89 Water added, gal i # i . . Concrete Sampled (ASTM -172 ., Cylinder Curing (ASTM C-31) tested, & lenders ASTM C-31) Field Cure, days.....l Date8/25/97 Cast. i Temp Tm an a, O . . . . 0_80 Time Lab cure from,. __ ��„�_ �.�. +i...�• ��=qtr By ��:-1�T��:--�-�_��.��s:�..�F�.�+T.F B McCowan Date Received.. *IS4*618/26/97 -_�-.��.��.��_��_--��.,.��,.��,�r�--.�.. �..... ,'��r�:��-:-�:� LABORATORY _:-��:�_._ TET DATA Sample i s ! w 41 (RSTM _ 39) l leder Cylinder X -Sec Total Fracture Date Age comp ID Diam Area Load Type Tested Tested Str - - - - - 4 J-## = s a 'r• s i�S,.�j i n f� (lbs) (Gays J (PSO) 970199A _ r� _ _ _ _ � � � = � � �� _ _ �' _ _ 93040 _ � r +rr a irk �+ 3� Conical .�.r �i �� - _ _ � _ �t� �� _ �.� 9/1/97 7 � rtii�ri�� 3270 .B 6.02 28.46 133040 conical 9/22/97 28 4670 1 * 130940 Conical 9/22/97 28 4600 71'D HOT Rev IDAHO a WASHINGTON • OREGON * WYOMING -0 MONTANA w UTAH 9 NEVADA GECTECHNICAL ENGINEERING MATERIALS TESTING Cn�nD��, Id�nB ��204 208 2373400 /Fax 208 237-3449 so Le N .Sje� oy 111 111 iii��1111KRWWV 1.&)16J 11111111 Report to: RACKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 8345 Pro j ect Contractor: Structure. Loc ion ion Building mmr�1 General Wall ftg L Q.5/99 Reported by Walters ° Sacks*....1h Cement.....,..Ashgrove Admixtures.-Prokrete MATERIALS AND MIX DATA.. .heady Mix Type I E 90 Cone Supplier, .-W*.•; Method c -l" 1 ... �. Agg Source. Water Source. * . Repo . i .1 Date f . f # 0 . a. 0 9/8/97 File. . . . #I Invoice . . 130-97'233 Walters 0" Lrans N/A Rea Mix city well Specif is ions Requiredstrength, psi 1 lu i .. ,. 1- 7 day* Air Cont, % 3 28 day.... 4000 FIELD TEST DATA Slump, in..,. 3 Air Cont, Unit f Conc Temp , O F so Air Temp , O 89 (ASTM C-143) .ASTM C-231) (ASTM C-138) (ASTM C-1064) Truck No. *8015 Time Bate 1 . . • . . . * . f . resented . * . Water added, gal... i . a 1 Concrete Sampled ASTM - tested, Cylinders Cast .ASTM C-31) Date Cast... i 1:30 By 0 B McGowan Cylinder curia ASTM Field Curt . 0 * * 0 Temp Range 0 F +i # ! Lab cure from: Date Received. -,,,,,,,,,,,8/27/97 C-31) 1 60-80 Sample ,,t,,, �Cyl inder 1 71 702 1 1D 1 Cy 1i Dian inch. E 6.02 6.02 i 02 LABORATORY TEST DATA (ASTM C-39) X -Sec Total Fracture Date Age comp Area Load Type Tested Tested Str (sq i 1. b s "days'(PIS 660 Conical 9/2/97 7 3500 28*46 130640 Conical 9/23/97 28 4590 2846 125140 Conical 9/23/97 28 4400 HOLD Reviewed b IV IDAHO - WASHINGTON * OREGON -6 WYOM[NG @ MONTANAs UTAH -0 NEVAOA l 0 0 i GEOTECHNICAL E Ga EZE R I & MATEMALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400. 1 Fax 208 237-3449 Report RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Pref: Contractor. Structure* Location: a i W$�js)Dffkon Administrat]-on BuILldiLng Commercial General. Wall f tg L*o MATERIALS AND MIX DATA Reported by WaltersReady Mix Mix No. .#�*513 Sacks . f * . 5 64 lbs Cement****..Ashgrove Type I Admi-xtures..Prokrete N; MB AE 90 one Supplier. . -w W .0 .0 1& Method Mixing.. i i Water Source. * v . f . 0 0 Report t...1 Datev%eseess9/8/97 FileNoa**..COLRIC. Invoice N..130-970233 Walters Transit N/A Ready Mix . well Spec]-fications Required strength, psi Slump, i ...4 1-3 7 day.... Air Cont, +- 28 day,-.. 4000 FIELD TEST DATA Slump, -0*0 3 (ASTM -143) Air Cont, . (ASTM -231) Unit -(ASTM C- Conc Temp , O F 80 (ASTM -1064 Air Temp,OF 89 Tuck No. Ticket No..... Time Batched..* : 55 No. CY rr .. d Water added, gal*.... Concrete Sampled (ASTMC-172),,l finder Curing ASTM C-31) tested, & CylindersCase ASTM C-31) Cures ......1 Date Cant,.8/26/97 @ Temp Ran' - T .. 1:30 Pm Lab cure from: By 106 McGowan Date Received........8/27/97 Sample * # . 970201 ,Cylinder Cylinder 1D Diam (inches) 970201A o 2 970201E 9702010 1. La6UxATUxr TEST DATA (ASTM C-39) -Sec Area (sq in) 28.*46 (psi) v 00 0,000 0 Total Load (lbs) _�_4� 99660 Fracture Type Conical i Dye Date Tested 9/2/97 9/23/97 9x23/97 Age comp Tested .r (days) (psi) 3500 28 0 28 0 HOLD IDAHO # WASHINGTON 0 OREGON * WYOMING * kIO T NA . UTAH @ NEVA0A GEOTECHNICAL «EE -RING& MATERIALS TESTING 4460 dings Way. , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 CONCRE CYLINDER TEST REPORT Report too. RICKS COLLEGE Rexburg, ID 83450 Project Contractor: Structure: Local Lon Admi-nistration Building Commercial nl Wall ft L f0. MATERIALS AND MIX DATA Reported l r Mix .mix No. &# *#513 Sacks . . . a lbs Cement......Ashgrove Type I Admixtures . . Prte ; MB AE 90 �i Cone S,.�L . i . a . 6 a ■ ,.- hod of Mixing. i . a Aga Source. f f • * # * 4 0 . Fater Source. %0.0-009 Report .. . 1 File No.. COLRIC Invoice ..-970243 Walters Transit IN/A Ready Mix City well spec i- is 'Required strength, psi Slump, in... 1-3 7 day* # Air Cont, 3 +-_ o.o* 4000 FIELD TEST DATA Slump, in.. 3 (..STM -143) 'truck No. . W..0.*9.004' Air Cont, . ASTM C-231) Ticket No. f..a94oi9*#301 Unit W,. pcf T C-138) Time o f ,. *069*42 AM n T mp, OJT (ASTM -1064 . CY n . . . i Air T . , ' F 85 Water added, gal # . . Concrete Sampled (.ASTM C-172),, Cylinder Curing (ASTM — 1 tested, & Cylinders Cast (ASTM C-31) Field ur , a ..... 1 Date Cast . * 8/28/97 @ Temp Range, OF......60-80 Tim;.. 10:15 Ro s Lab cure from: By ;* B McGowan Date Received.**......8/29/97 LABORATORY TEST DATA Sample . . . 970206 (ASTMC-39) Cylinder Cylinder X -Sec Total Fracture Date Age cow ID Diam Area Load Type Tested Tested Str (in& -...hes (s.q in (lbs"(da y s } � '77....fff { � ii * 98400 Conical 9/4/97 7 3460 6.02 28,P 46 128140 Conical 9/25/97 28 4500 970206C 6.02 28.46 133280 Conical 9/25/97 4680 970206D r Revied by IDAHO - WASHINGTO.N 9 OREGON * WYOMING 9 MONTANA * UTAH * NEVADA GEOTECHNICAL EN I fEERI & MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 20.9, 237-3400 / Fax 208 237-24413 Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Project,-. Administration Builidng Contractor: Commercial General tuuedP Wall ftg Location: G.5/10.0 MATERIALS AND MIX DATA Reported by Walters Ready Mix Mix * *90.513 Sacks/CY . . * , 5 64 .b, Cement....#.Ashgrove Type Admixtures . . reeo MB AE 90 Cent Supplier....... Method of mixing.... AggSource. #i#&...0 -0r Water Source........ ReportNo..-.15 f V W ■ • % 1 0/97 File .;f..LI Invoice N . # 130-970.43 Walters Transit N/A C.itv Wel 1 Ready Mix Specifications Required strength, ' Air Cont, +- 1 28 day.... 4000 FIELD TE T DATA Slump, in... 3 (ASTM C-143) Truck No. Air Cont % 3. 7 (ASTM - . 1 "Wicket No. e e o . # . e # * * 8 013 Unit Wt, pc f &I&(ASTM -1 Time at e . . . . .. . . # ; AM Conc Temp,'F 7 (ASTM C-1064) No. CY r went d i o# 1 Air Temp, Q i 85 Water added, gal ,. -..,.o Concrete Sampled (ASTM C-172), eCuring ASTM C-31) tested, & Cylinderst (ASTM C-31) Field. Cures .. • . * 1 Date Cast.. @ Temp Range, IF.....60-80 Ti e .6 10:15 # i * Lab cure from. By i McGowan Date Received.. 8/29/97 LABORATORY TEST DATA ti Sample No,... 970206 (ASTM C-39) .Cylinder Cyl rider -Sec Total Fracture Date Age comp i/Tvpe ALF i k f +1i. rl Tested ��' +--r4 �� iii �l�i• (inches) _ _ � � a'aq f®PF .i•� �� (q ice. _ _ _t �j �F �i i1d�. (lbs)(days) _ _ ( 6oO2 28o4698400 _ _ Conical 9/4/97 7 3460 'B 0500 9/25/97 28 0 9702060 0.00 9/25/97 28 0 HOLD Reviewed IDAHO * WASHINGTON -m OREGON a WYOMING 6 MONTANA ; UTAH * NEVADA D i s � FR E TE H E AL ENGINEERING & MATERIALS TES 4460 Kings Way #3, Chubbuckp lda o 83202 208 237-3400 1 Fax 208 237-3449 Report RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Project: Contractor.10 Structure i Location: Administration Building Commercial General Tunnel Wall/Wall ftg G/L *e rt by Walters ft,Mix No. . i * 1 Sacks/CY....5641bs ,t.....*Ashgrove Admixtures..Prokrete MATERI S AND MIX D .T Ready Mix Type T 3 • `i Conc Shipp l i r . ; * .... Method of Mixing..... Agg Source.....*.... Wester Souric..;.•. i Reporto... * 1 Date . . . . O . . . 10/9 7 File -v -s,* * *COLRIC Invoice ..-970243 a Transit N/A city well specif ications Required strength, psi Slump, in... 8 max 7 day. . Air Conti +- 28 day...,. 4000 Y5! _-�__ _ _ ___�+�,�ii �1T��F _ :_a : of ti�YY •�_a�: ��d �l�i`Y tii�.::�_�'TA�iyYi�F�� +i ��•� ��s{�.��iFiFi�:_:_ � aa�R +ice -++-a•: _ FIELD TEST DATA Slump, . * . 7 (.ASTMC-143) Air Cont, ASTMC-231) Unit Wt, pcf � (ASTM -138 Conc Temp,OF 70 (ASTM C-1064 Air Temp,OF 82 Truck: N. * W W D a f M O-6 8 Ticket No. **.*6909908222 Time Batched....*....11 No, CY represented.. .10. 5 Water added. gal. a a a A Concrete Sampled ASTM C-172), Cylinder Curing (ASTMC-31) tested, & Cylinders Cast ASTM C-31) Field Cure, days . 0 . * 0 Date Cast., 9/3/97 @ Temp Range, O... ... - Time 1. , PoM. Lab cure from By be B McGowan Date Recelved........9/4/97 Sample No.. 970210 Cylinder Cylinder ... iirt (inches) 1 1B 970210C 1 6.02 LABORATORY TEST DATA (ASTM C-39} X -Sec rirea (sq in) 28-946 0.000 Total Lamed (lbs) 91040 Fracture -Lype Comical 0 Reviev,fed ., Date Iia/g7 10/1/97 1o1ii97 Age ".&"�a f% -IM (days) IDAHO * WASHINGTON * OREGON * WYOMING v MONTANA - UTAH a NEVADA Comp (psi) 3200 0 0 GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings 'Nay q Chubbuck., Idaho 83202 208 7.3400 / Fax 208 237-3449 Report R Pro Dt: Contractor Structure: Location.IV CONCRE CYLINDER TEST REPORT RISKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Administration l n Commercial General Tunnel Wall/Wali ftg G/L -# Reported. by Walters Mix No.. #***513 . **.. i''" *' � -'r7 i i f .4 Admixtures. to r f MATERIALS AND MIX DATA Ready Mix 1'r*gn I ConeUPPJ I Method. of Mixing.... Agg Source. i . # # 6 W * s a Report No.. .16 Date,, .. 9/10/97 Fl -le I Invoice Noe * 130-970243 Walters Transit N/A ReadyMix Wei' Specif ications Required strength, psi in... max Air Cont, % 3 28 day...* 4000 FIELD TEST DATA Slump, i �.. 7 (ASTM -143) Air Cont, % 4.0 (ASTM -231) Unit(ASTM C-138) Cork Temp,OF 7 (ASTM -1064) Air Temp,OF 82 Truck No. � * Ticket * ***-*,#-*,�*x8222 Time Batched.........11:58 WaterNo. CY added, rgal ! i i . Concrete Sampled (ASTM C-172), yl r Curing ASTMC-31) , & Cylinders Cast (ASTM -.1) Field Cure{ . . . . #1 Date Cast. ' @ Temp Range,, "F......60-80 Ti .`.... - Ti 1.2*-P-oMe Lab cure from. By B McGowan Date Received........9/4/97 LABORATORY TEST DATA Sample ,.. 970210 (ASTMC-39) Cylinder D 970210A 702 1 970210C 1 Cylinder Diam (inches) -Sec Area (sq in) 'dotal Load (lbs} Fracture Type 6.02 Comp 2846 Str 91040 Conical 6*02 3200 28 46 121880 Conical 6.02 28*4.6 124660 Con-il Reviewed b Date Tested 9/10/97 ,10/1/97 10/1/97 Age Comp Tested Str (days) (psi) 3200 28 4280 28 4380 HOLD IDAHO a WASHINGTON * OREGON a WYOMINC :v MOMTANk * UTAM e NEVADA GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 KiPgs Way4,3, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 K0 lejzui�111110 ll ;;Ij � DT b Report .: RICKS COLLEGE PHYSICAL TT BLDG Rexburg, ID 83460 Project : Contractor; Structure,. Location; . .mo i r t n Building CommercialGeneral Stem Walls Shur Walls G/L .9 Report ..1 Date........9/10/97 File .., ... L I Invoice .#130-970243 f� ilk � _ a _. •�� . fir.- _ _ _ : �} —s _ _ r.a �r T� � _ _ � �Y _ _ _ ��, .` {� _ _ � YRF iii � _ _ +yTfr' + e : � � _ �F iii �r : Irl �'�}•� �! �. �E � i i i i �� iii � � �, ! i i it _ aF I'TET S AND MIX DATA Reported by Waltersi Mix No. *.69513 Sacks/CY. Admixtures..ProkreteAR 90 one � lti.� # # +t a ■ # 0 Method Mix ire . . W Agg Source. a s ■ ■ F i i 4 • c -x e, --I-- Source. . . . . . . . Walters Ready Mix Transit N/A Y We i 1 1 Specifications Requiredstrength, psi Slump, t8 max 7 day.... 4000 FIELD TEST DATA Slump, i. ,,, 6 (ASTM -143) Truck####* Air Cont, * s ASTM C-231) T2`-cket No.; # . Unit Wt, pcf - (ASTM C-138) Conc Temp,'F 74 (ASTMC-1064) N"o. CY represented...5 Air Temp 01 82 Water added 1... Concrete Sampled ASTM -1'Cylinder Curing (ASTM C-31) tested., & Cylinders ASTM C-31) Cures . # . . . Date Cast 9/4/97 @ Temp Range, O, ,,. . .,-0 Time 4:59 P*M. Lab cure from- By f • McGowan Date Regie ivied . . . . # . .. LABORATORY TEST DATA Sample No.a. 970211 (ASTM C-391) l index Cylinder -Sec Total Fracture Date Age comp T ID 1. am Area Load Type Tested Tested Str (inches) (sqi(lbs) (days). (psi) 970211A 101940 Conical9/11/97 7 3580 970211B * 139020 Conical 10/2/97 28 4880 970211C140620 Conical 10/2/97' 28 4940 970211D HOLD Rev *1 IDAHO # WASHINGTON - OREGON -6 WYOMING I- MONTANA • UTAH # NEVADA i GEQTECHNfGAL ENGINEERING & MATERJALS TESTING 4460 Kings Way 13, Chubhuck, Idaho 83202 208 237-3400 /fax 208 237-3449 ff E mu J.P 4 R Report to: RICKS COLLEGE ReportNo...17 Fracture Date Truck No. PHYSICAL L.T BLDG Date... .....9/10/97 T -Ticket Rexburg, ID 83460 Emile N ..... COLRIC � (ASTM - Invoice No..130-970243 Project -P Adm'n'stration Building (ASTM C-1064) w Crepresented.9.5 Contractor: Commercial General 82 3580 Structure: Stem Walls Shear Walls 10/2/97 Location: LReS/2eC Concrete Sampled MATERIALS AND MIX DATA Reported by Walters Ready Mix `ix Now **qw.0513 Sacks/CY....5641bs Cement. Ashgrove Type I AdmixturesaoProkrete No MB AE 90 Cork Supp I i r Method of Maxig . . gg Source, ,, 6 a Water Source........ 1tlr- s Transit N/A Ready Mix City Well Specificat-ions Required strength, psi Slump{ in ##. max 7 Air Wit, 28 .... 4000 FIELD TEST DATA Slump, . . . Sec ASTM 0-143 Fracture Date Truck No. Air Cont, T -Ticket Type Tested Tested Unit � (ASTM - Time Bat t Conc Temp # O74 (ASTM C-1064) w Crepresented.9.5 101940 Air Temp,OF 82 3580 Water added 10/2/97 28 0 Concrete Sampled (.ASTM C-172),, Cylinder Curing (ASTM -31) tested,. .& Cylinders Cast TC -31) Field Cure, days.6.0-01 Date Cast... Temp Range, OF.... -.60-80 Time ., e. Lab cure from: By so B McGowan Date Received........9/5/97 # LABORATORY TEST DATA Sample No.,.,, 970211 (ASTMC-39) Cy �1 inder 1 9702110 1 Cylinder D iam (inches) 6.02 X - Sec Total Fracture Date Area Load Type Tested Tested Str (sq in) (lbs) (days) (ps 28o46 101940 Conical 9/11/97 7 3580 10/2/97 28 0 0 10/2/97 28 0 Reviewed 10 IDAHO 0 'A.HIN TO * OREGON * WYOMING o MONTANA s UTAH ; NEVAOA s GEOTECHNICAL ENGINEERING & MATERtlALS TESTING 4460 Kings Way 13, Chubbucfc, Idaho 83202 208 237-3400 / Fax 208 237-3449 CONCRETE CYLINDER E T REPORT Report too, RICKS COLLEGE PHYSICAL PLANT BLDG ID 83460 Pro j ect Administ-ration Building Contractor: Commercial General Structure. nn ll Loon L Or—. MATERIALS AND MIX DATA Reported by WaltersMix Mix No. ....513 Sacks/CY....1 bs Cement......Ashgrove Type I Admixtures. -Prok.rete N; MB AIE 90 Method of Mixing,.-*-*Agg . Sourced, t f • a a * * * f Water Source ... ,.. . . Report f Date . . .. . . . . 9/22/'7 Invoice oi..-970251 Walters Ready Mix Transit A City Well Specificationsfiredt rt , 1 Slump, inn . * 1— . .. Air Cont, % 3 28 day000* 4000 FIELD TEST DATA Slump, in... 3 (ASTM C-143) Air Cont, - (ASTM -231) Unit Wtj P - (ASTM - Conc Temp, O (ASTM - Air Temp,OF Truck No.. 0*0*032 Ticket No. 0#*40##0*08565 Time Batched..... iR # # . 1:21 No. CY represented.,..6.5 Water added, gal..... Concrete Sampled(ASTM-17 , Cylinder Curing ASTM C-31) tested, & CylindersCast (ASTM - Field Cure . days . * o 9 a Date Cast. 1 @ Temp Range, O 60-80 Time 0 1 PM Lab curefrom: By B Gowan Date Received..........9/13/97 LABORATORY DATA Sample .... 970221 (ASTM - Cylinder I 1 97022 970221C 702 2 ID Cylinder iam (inches) 6.02 6*02 6*02 - Sec Area (sq 'in) 28.46 Str 28-46 (days) 2846 9/19/97 Total Load (lbs) 139260 132140 W Fracture Type conical Conical conical Date Age Camp Tested Tested Str (days) (PSI-) 9/19/97 7 3600 10/1.0/97 28 4890 10/10/97 28 4640 I IDAHO * WASHINGTON TON & OREGON a- WYOMING * MONTANA e UTAH * NEVADA i GECTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way , Chubb-uck, Idaho 83202 208 7-3400 Fax 208 -3449 Report to: RICKS COLLEGE Rexburg, ID 83460 Prof t Contractor Structure. Location: Administration 1i Commercial General Tunnel, wing wall L w MATERIALS AND MIX DATA Repor"C'ed by WaltersReady Mix Mix No. ..,..513 Sacks/CY..,,.5641bs 0*.,, -Ashgrove Type i Admixtures ,.... t - MB AE 90 Cone Supplier.., . . * . . . Method of Mix ing#a&� Water Source........ Report ..,.1 Ditle 0 4 0* 4 9# flifil File .....LI Invoice * . 130-'702 1 Walters ReadMix Transit N/A City Well Specifications Required strength,, ps i Slump, in... -1-3 7 day...# .fir Cont, +/- 28 day.... 4000 FIELD TEST DATA slump, in..,., 3 (ASTM -143) Truck No. *#****a. -0a-*. Str Air Cont, % 4.0 (ASTM -231) Ticket No. 3600 Unit Wt. (ASTM Rf- 138) Time a # i . i i i i ,. f 1 * 1 PM Cone Temp,'F ASTM -1 re n i. f Air Temp, I 72 Water added, a1 . , ... Concrete 1 ASTM C-172), Cylinder Curr. ASTM C-31) tested,& CylindersCast T C-31) Field Cure., a .... . Date Cast.6 9/12/97 Tem f O . .. . - I i1 from. * .B McGowan Date Received....... m9/13/97 LABORATORY TEST DATA Sample ... 970221 (ASTMC-39) ,Cylinder Cylinder ID Dram L aches 970221A w6.02 1B 970221 9702210 X -Sec comp. Area Str (sq J_n) 28-46 3600 0'b 00 0.00 0 Total Load (lbs} 102 530 Fracture Type Conical Date Tested 9'19/97 1fl/10/97 10/10/97 Age comp. Tested Str ka (psi-) 3600 28 0 28 0 HOLD Reviewed -i P . _ 4 =- IDAHO L a WASHINGTON & OREGON * WYOMING e MONTANA -a UTAH -6 NEVADA i r` i r� a► i cam. GEOTECHNICAL ENGINEERING &MATERIALS TESTING 4460 Kings Way 13, Chubbucic, Idaho $3202 2.08 237-3400 J Fax 208 237-3449 CONCRETE CYLINDER TEST 2%, n, IRT Report to: RICKS COLLEGE P9V 10)i )LAN gLDG Rexburg, IB 83460 Pro I et Contractor: Structure: Location. -W Administration Building Commercial General Foundation 11 G/L 910 ReportNo...19 D1. 9 6 0. 0 0 0 *of) f07 COLLRIC File # ; e . V Invoice N # . --' � � !F �� t �F T! T _ _ _ _ _ _ �� iri �� i � � �F �i �F � _ � _ s _ -� DIY � � � � � � •�� i_ � � � �F �!� T T T �' _ _t'.._ a _ _ _ _ _ �+ ��s �� :� —as MATERIALS AND MIX DATA Reported: by Walters Ready Mix Mix No. . . -0 0 5 1 Sacks .* * ... 564lbs Cement...#..Ashgrove Type I m i.t.r . . Frr MB AE. 90 Coneu pl iL . f . * f Method of Mixing.... Water Source....;**. Walters Transit NIA Ready Mix City Well Specifications strength, ps i Slump, in.... 8 max 7 day.... Air Cent., % 3, +- 1 28 da.. 4000 FIELD TEST DATA Slump, in.-.,. 7 (ASTM —143) Truck NoO .....*46 Air Cont, % 3.,7 (ASTM C-231) Ticket No. ......*...8647 Unit t, pcf - ASTM -1 T t Batched....,...## AM Cone Temp,OF 54 (ASTM -1064) N. CY represented*.011 Air Temp,"F 60 Water added, gal . . . Concrete Sampled (ASTM -1Cylinder Curing TM C-31) tested, & CylindersCast ASTM .- 1 Field Cure, days. 0 d& . I& 1 Date Cast V 9/16/97 @ Temp Range, OF.........60-80 Ti 1 AM Lab cure from. By B McGowan Date Received##......9/17/97 LABORATORY TEST DATA Sample No... 970234(ASTM 'Cylinder Cylinder -Sec Total FractureDate age Comp ID Diam Area Load Type Tested Tested Str It 't (sq i lbs "days)(psi) 6.02 110680 Conical 9/23/97 7 3890 0.00 10/14/97 28 0 970234C 000010/14/97 28 0 LD i IDAHO n WASHINGTON . OREGON * WYOMING e MONTANA UTAH sp NEVADA AK E TE HNIC� L4 ENGINEERING & MATERIALSTESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 t: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Project: Administration Building Contractor.- Comml-l Gametal Structure: Foundation wall Lt ion* G/L e10 MATERIALS AND MIX DATA Reported by Walters Ready Mix Mix No. .*vw1 Sacks. v & 564lbs t0*v9,#Ashgrove Type I Admixtures . .. Prk ; MB AE 90 Cone Supplier. . -W . -& -& * Method of Mix ire Agg Source. # # 6 . * i Water Source* .9*�.� Report . . . 1 Date........9/24/97 Flue No.......COLRIC Invoice No. .130-9-70270 Walters Transit N/A Ready Mix City Well Spec.iisa ions. i Air Cont, 3 28 day.... 4000 FIELD TEST DATA Slump, i'..* 7 (.STM -143) Truck. *.* Air Cont, T C-231) Ticket . .. Unit , (ASTM C-138) T Bates Cone T,O 4 (ASTM -1064)No. CY represented...11 Air Temp,OF 60 Water added galOO.W.0 Concrete Sampled (ASTM C-172). Cylinder CuringASTM c-31) tested, Cylinders Cast (ASTM -- Feld Cures #....i yam Date Cast., 9/.16/97 TemRan a OF.....60-80 Time 101w -b30 AM Lab cure from4 By B McGowan .date Received........9/17/97 LABORATORY TEST DATA Sample Noaa, 970234 ASTM C-39) Cylinder Cylinder -Sec Total Fracture Date Age comp ID Siam Area Load Type Tested Tested Str Lnches I � (psi) 4 28x46 110680 Conical 9/23/97 7 3890 9702-34B 6t 02 28-946147820 Conical10/14/97 28 51L90 970234C 6*'02 28*46 146960 conical 10/14/97 D HOLD 11 Reviewed )D HO *WASHINGTON -0 OREGON ' WYOMING * MONTANA a UTAH - NEVADA