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Home My WebLink AboutCONCRETE CYLINDER TEST REPORTS - 95-00019 - Ricks College (BYUI) - Taylor Buildingi GEOTECHNICAL ENGINEERING ATERIAL TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Reart to: RICKS COLLEGE Physical Rexburg, Science IIS 83460 , Bldg. Dateo.......,4/12/96 File Ido . . ,. . . P 600 Invoice ..- Project: Religion & Human4ties Bldg. Contractor: Saurey Construction,, Inc. Structure: Stem Walls Location: GL N12{L Jel 11-2-11* fir K 11.2-11.3 East., 'fest, S.. walls for utility yard Reported 'by Walters Ready Mix 513 Sacks/CY n/r Cement...... Admixtures. -.AEA Cone Supplier....... Method Mix , . 6 Agg Source..-,,,,,,, Water Source . . . # * f Walters Transit n/r Well Specifications Rem -r strength, psi Slump, in..,, dpi Air Cont, 1 — — .� .� � iii : � � �,. +� i i •i � _ � � i i..i_ ._ `H. _ _ ._. ua.aa slump, inip6a Air Cont, Unit Wtr PCf Cone T mp , O Air Tr OF FIELD TEST DATA 3.75 ASTM C-143} 3.3 (ASTM C-233) (ASTM C-33$) 68 (ASTM C -I064) 52 Ready Mx Truck No. .&12997 Ticket No. 6**090000632 Time t........1:0 PM Water added{ gal . 0 M * # is Concrete &p1 (ASTM -172) Jr Cylinder Curing (ASTMC-31) td, & Cylinders Cast (ASTM -1) Field Cure, a.....1 Date Cast. 4/4/96 0 @ Temp Range, 11F,,,,,,..60-80 Time 2:15 PM Lab cure from By _ _ sa..a� .�aa —� Fes, _ _ �. i!f i iii Ali : _ _ �! L, ��^ i ii i�� IMT _ a a a1aF � �i ._ a- _ _ _ aara d � rer r�.� _ _ Date Received. # .4/5/96 �� _..i�T�— �• � _ _ _ � �! i i �� _ T �� ii i i iii ii1 ii. �i _ ,_ a a a aaa � .� •sem _ _ Sample,,. .. Cylinder ID 1 60164B 9601640 i b 4D Cylinder Dia (inches) 6.02 LABORATORY TEST DATA {ASTM C-39} -Sec. Area sq gin) (days) 0000 3750 0.00 0 Total Load (lbs) 106840 IDAHO q, WASHINGTON # OREGON Fracture Type iii.W-W go-im 4�_ Conical Date Tested 7 i i �—i*--W! 4/x.1/96 5/2/96 5/2/96 HOLD Age Comp Tested Str (days) 3750 28 0 28 0 Reviewed Villiam J. Nenno, a WYOMING .6 MONTANA 0 UTAH * NEVADA ea Manger GEOTECHNICAL ENGINEERING & MATEMAL5 TESTING 4460 Kings Wayubbuc , J daho 83202 20823-7-3400 / Fax 208 237-3-449 aLiliw Lei Iso py'vamfloo opin is - - %9 R ;2/96 Rexburg, ID 83460 File No....* Invoice ..-960074 Project: Religion & HumaniBldg, Contractor Bey tion Inc Structure: Walls Location. G. JAL * 1 11 * 2-1 * f K 11,s2-11.3 East, West, S. wails for utility yard i ib � �F �!! i�#�i�1�! �F �� 74: ii4 �F 7.1.E+1 +!li��# # i i!=Mf �4# ��l.4� ## i.! ii7# i # #iii# !�i•�!!#!�!#.i# ��!•!•��r ��# _�:� _� �^!^fi! Reported by Walters Mix No. .f..1 S mocks . * . n/ r CeMent9#*#** AGW ..iur ., ., AEA Ready Mix - i a� -1. i Ar q Cone supplier .;a***a& Method of Mixing.... Water Source,++.*.# Walters Transit n/r Well .heady Mix Spec i f ic at ion s Requiredstrength, psi slump, i... 4 7 day Air Cont, 1 28 day.... 4000 �� 17F �1iii 7_71 #7• ! 7ri �� a� +177! �7F ! +!� T T _ T '4�lF T 7� �! >♦! �f �1F �� 7l�F 1�•IF .!•r 7^7 �R7• !! ! 777 ! �F -711 7T.7! 7r 777! �r •J! � 77! �! "TIIS T T � _ � _ _ _ _ _ _ _ _ � f_i �i �i ..�} �� TTt �r -�! T _ T �' � � � +�• �n lump, in.. Air Gong Unit I pc f Cone Temp, -D -F Air Temp,OF FIELD TEST DATA 3.75 ASTM C-143) 3.3 (ASTM C-231) - (ASTM C-138) 58 {ASTM C-1064 52 Truck No. V-V*4-*1h* &.4P**12997 Ticket No. 9990POW00032 Time Batched.........1.&20 PM . CY represented*..11 Water added, gal . . * .. 1 Concrete Sampled ASTM C-172), 6e02106840 l -index Curing ASTM C-31) to steel r & CylindersCast ASTM - Field Cure, . . . . . l Date Cast. . @ Temp Range, OF.....60-80 i *# 2:15 PM Lab cure from: By 6. LWw IMT Date Received...#.;#.4/5/96 LABORATORY TEST DATA Sample No... 960164 TMC -39) Cylinder I Cylinder i am (inches) X -Sec Area (sq in} Total Load (lis) Fracture Type 960164A 6e02106840 Conical 1B 28.46 149200 Conical 9601640 6.02 28.46 147480 Comical 9GOIG4D6.02 28-46 1371300 Conical A IDAHO a WASHINGTON * OREGON Reviewed Date 'bested 4/11196 5/2/95 5%x%96 5/2i95 wldiiam i. 1h WYOMING e, MONTANA -b UTAH 4m Age Camp Tested Str (days) (PSI-) ---------- ----- 3750 28 5240 28 5180 28 4840 Nenno, Area Manger l� k r GEOTECHNICAL ENGINEERIN & MATERIALS TESTING 4460 Kings Way 1#1 , Chubbuk, Idaho 83202 208 237-3400 / Fax 208 23713449 Re f ort to: RICKS COLLEGE Physical Science Bldg. Rexburg, ID 83460 rj : Religion & Human-ities Bldg. Contractor:a r Construction{ Inc. Structure. Stem Walls 11w -1#r -.1-10.1; F* -.1-11* MATERIALS AND MIX DATA Reported by WaltersMix MJ.x No. .v., 512 . . . . . r Cement......AGW Adm.L'xtures . * AEA Conc uppi fir+ Method of Mixing.... Agg Source. . i * 6 # 6 WaterSource. ... *#** Re -Dort ... Datps 0 0 0 0 9 9 94fi5f96 Pale No 0 0 s . . Invoice o..-960087 Walters Transit n/r Well Ready Mix Speca".ficata".ons Required strength,psi slump.{ in... 4 7 day**@@ Air Cont, 1 28 day.... FIELD TEST DATA Slump{ 'in.... w 5 (.STM -143 Air Cont, w ASTM C-231) Unit Wt, pcf - ASTM .. C-138) Cone Temp,OF (ASPMC-1064) Air O F 72 4000 Truck No. 0-0#*66*040038 Ticket No. *......-*.13066 Time Batched...#...#.1 P No. CY re.t.0.. Water added, gal . . . . Concrete Sampled (ASTM C-172), Cylinder Curing ST C-31) tested, & Cylinders Cast ASTM C-31) Field Cure, days . . . } . 1 Date Cast,, 4/8/9 Temp Range, 0F.....60-80 .0 PM Lab cure from: By .64 BM Date Received. 4/9196 LABORATORY DATA Sample Not;.. 960172 (ASTM C-39) Cylinder I 1 1 9601720 9601 l finder i art (inches) 6.02 9-02 6.02 X -Sec Area (sq in) 28-46 * 46 Total Load (lbs) 82220 131240 128300 Fracture Type. Conical �a1 Conical Reviewed Date Tested Age Comp Tested Str (days) (psi) 2890 26 46.0 28 4510 11 William Nenno, Area Manger DAHO e WASHINGTON a OREGON a WYOMING * MONTANA • UTAH -w NEVADA t GEOTECHNICAL ENGINEERING &MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 Fax 208 -3449 Report to,: RICKS COLLEGE Physical Science Rexburg, ID 83460 Project: Contractor: Structure* Location. -w CONC TE CYLINDER. QST SPORT Bldg. Religion & Humanities Saurey Construction., Footings 1-9 1.. Bldg. Inc. MATERIALS ANIS MIX DATA d bv WaltgG.!-.-.P--s Ready .fix Mix No. ....515 a s/CY t * # * i Z /r Cement......97RC95 Class 50 Admixtures..AEA Polyheed Cone Supplier. i 0 6. 0 w 6. Method of Mixing..** Agg Source. s* f a a Water Source..0#41�# Report No.....3 Date . ... . .. .. .. 4/15/9 File No,.,*.** Invoice ..-960087 Wa 1 - +..-. e r Transit n/r Well Ready MJLX 6. Specif i.t ions Required strength,, psi Str 127840 Conical 6.02 4490 Air Cont., % 3. 5460 28 Jaya w dl� ah 5000 FIELD TES's' DATA 28.46 slump, in. -w# 2 (ASTM -143) Truck No.. *0**00OW**6 7 Air Cont, % M C-231) . ..........16166 Unit Wt, pcf - (ASTM C-138) Time Batched.........3:28 PM Temp,OF 74 (ASTM -1064 represented...9.25 Air Temp,OF 88 _ Water added, . l# . . . . Concrete Sampled TM -172), Cylinder Gyring ASTM C-31) tested,CylindersCast .STM C-31) Field Cure, dam. s ... . 1 Date Cast... 4/9/96 @ Temp Range, O ......... - 0 Time Lab cure from # # ��__:��_��-___�t��_��r�r�'�-i---�i�'"F��+��--- BM _�____�..�.s��.��.�.��-td��tQ�_�.�r-_�.-��+rr��_��.��a�*r�f�r•t��:_�F� Date Received..... ***4/10/96 LABORATORY TEST DATA Sample T. ,.* 960177 TC-39) lir AL 1 1B 9601770 1D Cylinder D i am finches} X -Sec Area (sq in) Total (lbs) Fracture pe -P2 Comp 28-46 Str 127840 Conical 6.02 4490 28.46 5460 1 340 Conical 28.46 152000 Conical Reviewed Date Tested 4/16/96 5/7/96 5/7/96 HOLD i k1 i apt -0. IDAHO io WASHINGTON & OREGON * WY0MING * MONTANA 9 UTAH # Age Comp Tested, Str (days) (psi) 4490 28 5460 28 5340 Nen, Area Manger i GEOTECHNICAL ENGINEERING EERI : MATERIALS TESTING 4460 Kirigs Wa, Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 COCRE SIN TEST .PORT Report t : RICKS COLLEGE Physical Science Bldg Rexburg, ID 834GO Project. Contractor* Structure Location-. Religion & Humanitl'es Bldg Saurey Construction, Inc Slab L point ,,* MATERIALS AND MIX DATA Reported by Walters Ready Mix Mix m . . # # 1 Sacks * * . n/r Cement....4..Type I Admixtures,, . r Cone Suppli. Mixing.Method o-12' Agg Source.......... Water Source.. . a # 0 # f Report ... Date........#4/15/96 File Noeo # * Invoke o..-960087 Walters Transit n/r Well Ready Mix Spec t -ions. a Asea Required strength, psi (Sq n 1 28 28#46 28 960186B Air Cont., 1 � � '�� i � �F �� T! �� i i � i ii A� iii'■ iti. � _ � .� _ _ � T1 �! !!: � �f i i i � � i• i• ! i � rik �i � 28 day..*. 4000 FIELD TEST _ _ ._ DATA _ _ .� : a _ _ a �a ai a..q�a T r�-+� -�� •--nf :� -�� -� _ � �t �! �� : .v: _ � _ _ °�-� Slump, in... (ASTM -143) TruckNo. *. Air Cont, (ASTM -231) Tt No. #.o..00so*13186 Unit Wt. f (ASTM -1 Time Batched.........11:11AM Conc , O 58 (ASTM C-10-64) represented.. . l �r Temp,OF _ Water added, al; . . . i Concrete l ASTM C-172)., Cylinder Cur ung ASTM C-31) tested, & CylindersCast (ASTM C-31) Field Cure, . ,... 0 Date Cast.. Temp Range, OF... -..60180 Time .4 11130 AM Lab cure from. * �__�.� �=if+��rs�e �____+i"'�+�� BM ��E+ i�_��e� �.>•ri�crr.��r�_.___�:��w.a��s�� Date `ived. . * .....4/13/96 LABORATORY TEST DATA ��+�f�..�:______"�__��__'��-��-ea��.�� Sample * . * 960186 TC -39) Cylinder CylinderX-Sec D a Asea Sty` (inches) (Sq n 1 28 28#46 28 960186B 6*02 28-46 9601860 6.02 28.46 AIS Tot 1 Lm s). 89800 135580 140000 Fracture Twoe conical Conical Conical Reviewed Dat Tested Age Comp Tested Sty` (days) 1i) 3150 28 4760 28 4920 iam J. NenrCo. Area Manger IDAHO a WA HL!NT l RE WYOMING MONTANA -v UTAH * NEVADA i GEOTECHNICAL E I EERIN & MATERIALS 'ESTI 4460 Kings Way Dubbuckjz3, OaW 83202 zQa 237-3400 / F -ax zas 2,37-3449 Report to: RICKS COLLEGE Physical Science Bldg. Rexburg, ID 83460 Pro3ect. Contractor. Structure: Loc at ion Rela.gion & Humanities Bldg Saurey Construction, Inc* Slab GL point F.0/9.0 MATERIALS AND MIX DATA .deported by Walters Ready Mix Mix NoO # # . 512 Sacks/CY.. . . nr Admixtures,, . n/r 1D*6 Conc Supplier . a f # 4 i * Method of Mixing.... Agg Source..*....... Water, Source . * 6 i V * 9 0 Report # . . Date. . o v a* v o 15/6 File i • * # Invoice # . -960087 Walters Transit n/r Wel 1 Ready 2,:- Spec if it ions Required strength, i Slump, in,,... 3 7 day.... Air Cont, ± 1 28 day#e## 4000 FIELD TEST DATA slump, j I n...... (ASTM C-143) Air Cont, % 4.0 (ASTM -231 Unit Wt, pcf 4� (ASTM -138 Conc Temp,OF(ASTM Air Temp , O F 52 Truck No. Ticket No. Time Batched.........11:11 AM . CY represented.*.1 Water added, gal,. .. 's . Concrete Sampled (ASTM C-172). cylinder curing ASTM -31) tested, & Cylinders Cast ASTM C-31) Cure, days ... . Date Cast. 4/12/96 @ Temp Range, O Time .. 11-OP30 AM Lab cure from By BM Date Received. * . . . . . 4/13.96 LABORATORY TEST DATA Sample ..... 960186 (ASTMC-39) Cylinder I Cylinder i ars (inches) X -Sec Area G q 'in) 28.46 28.46 28.46 Total Load (Ibs) 8980.0 1-35580 140000 IDAHO WASWNGTON OREGON Fracture Type Conical conical Conical Rewed by; eiL # WYONIING .t Tested Age Comp Tested 5tr (days) psi} 3150 28 4760 28 4920 William J. Nenn, Area Manger a MONTANA UTAH - NEVADA i GEOTECHNICAL ENGINEERING ATEWL TESTING 4450 Kings Way #3, Chubbuck, Idaho 83202 208 -3 / Fax 208 237-3449 ReiDortRICKS COLLEGE Phys Kcal Science Rexburar ID 83460 Prof ect Contractor. Structure. 1,.t i" Bldg. Religion & Humanities Bldg. a ley Concrete & Construction Slab on grade Corridor #103 Reported by Welters Ready Mix Mix No. 9 v 9 , 512 Sacks.. # ..nir Cement....#.Type I Admixtures* . n Conc Supplier.0.V Method of Mixing 0 .egg Source.......... Water Source........ Report Nov..5 Date. . , 4/22/96 File c. ,.. Invoice *.-96087 Walters Trans it NA Ready MSX Specifications Required strength, psi Slump, ire ... 3 7 day.... Air Cont,, ±1 28 day.... 4000 � �T� llF i� .� i i.'i iii iii � i i it � !• f i i i i i iii ilii � .,� � _. Slump, 'in... Air Cont, Unit Wt, Conc TO . i r Temp , O 2.25 (ASTM 2.$ ASTM -- (ASTM 54 ASTM 52 FIELD TEST DATA C-143} C-231) C-138) C-3054) Truck No.��.#### Ticket N. ***o.v,.v9 Time Batched...*.....: No. CY r tinted...11 Water added, gal... -.4 Concrete Sampled (ASTM C-172)? Cylinder Curing Ti C-31) t steel r & CylindersCast ASTM C-31) Field Cure, days.....1 Date Casts.. 1 Temp Range, 1F.....60-80 Ti F..... - Ti e AM Lab cure from: By 1P� Be McGowan Date Received........4/16/96 LABORATORY TEST DATA Sample No... 960190 (ASTM C-39) Cylinder I 60190A 960190E 9601900 1 Cylinder im inches X -Sec Area Esq in) Total Load (lbs) Fracture Type 6-02 28.46 119520 Conical *2 28-46 160860 Conical 6.02 28-46 164240 Conical Rev iewe d Eby 0 Date Tested. 4/22%9f 5/I,3J96 5/13/9 HOLD illiam J.. Aqe Comp Tested Sty d (PSI-) DAH * WASHINGTON & OREGON . WYC)MJNG * MONTANA -a UTAH • NEVADA 4200 28 5650 28 5770 Area Mange I. i GEOTECHNICAL ENGINEERING &MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 237-3400 / Fax 208 237-344 Report tRICKS COLLEGE Physical Science 183460 Project Contractor: Structure. Locati`_on. D . a snag. Rell".gi'on & Humanities Bldg Dayley Concrete Construction Slab on grade S. end of Religionl r m #105 MATERIALS AND MTX DATA ReportE�d by Walters Ready Mix Mix No. SOMM515 Sacks/CY....n/r Cement......Type I Admixture ..n r Cone Supplier....... Method of Mixing,. Agg Source........ Water Source... .. . Report . . . Date........4/22/96 File #....- Invoice ..-96087 Walters Transit NA City Wei1 Specifications Required strength, '. Slump, in-... 3 7 day.*., Air Cont, 28 day.%.. 4000 ___._.��F �� i. _ aa� �+ll� fes►__ _ aTFa��ii��i �T��! ��,�� !!'Fll��i i i iitiii� �_.�i17!! ��iiii.� � _a._��_�#TFiii�__a��a^ FIELD TEST DATA P Slump, j_n * # . (ASTM C-143) Air Cont, ASTM C-231) Unit Wt, pcf ASTMC-138) Conc m#O (ASTM -1064) Air Temp,OF Truck No., Ticket No. . .... # ...* . 13219 Time Batched... AM No. CY represented... Water added., -gal . a . -o * Concrete Sampled ASTM -1 f Cylinder Curia ASTM C-31) tested, & Cylinders Cast(ASTM C-31) Cure, * # . . # 1 Date Cast. 4/15/96 @ Temp Range, OF.....60-80 Time. AM Lab cure frorno By B. McGowan DateReceived...ea.a.4/16/96 �-_.�.� as �. __ �#�_a�a.+_r��__�.��__1l ��i��_�•��.ai iiL_�+l1liiY _._=�.��iill..:�.iiFF____._ = ��i ii�!��Te fiiiiF � 1Tl T!!!!!l��yiF LABORATORY TEST DATA Sample No... 96011 (ASTMC-39) Cylinder ID l 1A 11 960 1 1 1 1D Cylinder D J_ am (inches) 6.02 6.02 6.02 X -Sec Area (sq 1n 28 .. 46 28.46 28.46 IDAHO • WASHINGTON Total Load (lbs) 4700 157900 161540 Fracture Type comical Conical Conical Reviewed 0 • OREGON * WYOMING * MONTANA Date Tested 4/zzl96 5/13/96 5/13/96 HOLD 11 * lam UTAH * Age Comp Tested Str (days) (psi-) NEVADA 333 28 5550 28 5680 Area Manger morp2m GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 i nr.- I) a , Chubbuck, Pdah o 83202 208 237-3400 ./ Fax 208 23743449 Report to: RICKS COLLEGE Physical Science Bldg. Rexburg ID 83460 Project: Contractor Structure: Location: Religion Humanities Bldg. Doyley Concrete & Construct.]'*_On Slab on grade E corner of Recieving Room #116 MATERIALS AND MIX DATA Reported by Walters Ready Mix Mix No. .,..512 Sacks/CY -W .0 # . n/r C . f . . i. . Type I Admixtures.-n/r Cone Supplier....... Method of Mixing.... Agg Source.*........ 4 4P W W Report *.. Date 4/22/96 File *#*v oP96006 Invoice No .. 3-960087 Walters Transit NA Ready Mix City Well Specifications it strength, psi Air Cont, . 4000 'fes ��E�ili•��!• S FIELD TEST DATA Slump, in... C-143) Air Cont, ASTM C-231) Unit Wt. PCf � (ASTM -138 Conc T m , OF TC -1064) Air Temp,'F Truck No. Ticket No. &a&*060&&&13275 Time a hed...... ... - 1 AM Noe CY represented.#411 Water added, gal . * . . . Concrete Sampled (ASTM C-172), Cylinder Cur ASTM C-31) tested, & CylindersCast ASTM - Field Cure, days ,.,,. ,.# 1 Date Cast... 4/17/96 @ Temp Range, Or-*-*-a-a&60-80 Time . . AM Lab cure from 0 By B. McGowan Date Received.,,.x/18/96 --r -r-! MEMF 'WO�hW : Wb� MI.k i* iF &h— LABORATORY TEST DATA Sample N. # .. 960195 T1 C-39) T 1 96019 96019SC 1I cylinder Diam (inches) 6.02 6*02 X -Sec Area ,(sq in) 28*46 28-46 28.46 Total Load (ibs) 114244 16420❑ 162000 Fracture Type Conical r"i al Conical Reviewed b; Date Tested 4/24/9fi 5/15/95 5i15I96 HOLD P i Age Comp Tested Str (days)3-(P$) 7 401(1 28 577(3 28 5690 i -am J. Nenno,Area Manger 'IDAHO -s WASHINGTON * OREGON a WYOMING a MONTMIA 9 UTAH a NEVADA i GEOTECHNICAL ENGINEERING & MATERIALS TE TtN 4460 Kings Way o, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 7-3449 Report to: RIGS COLLEGE Physical Science Bldg. Rexburg, ID 83460 Project: li n, & HumanitiesBldg. Contractor*, Dayley ConcreteConstruction Structure: slab on grade Location. GIS Int. int commons area #125 Reported by Walters Mix No. f f * 0 512 . .*#. /r Cernent0 e ., 'M * Admixture -. . n r MATERIALS AND MIX DATA Ready Mix Class 40/513 Conc Suppi Ler. & 0 V 0 9 & Method of Mixing.... .egg Source..... 40,# Water Source. #* #,9W Report.*.. Date..##....5/2/96 File No ..f *.o Invoice , , -960119 Walters Transit NA Ready Mix City Well SpecificatIons i -r strength,, psi Slump, i* n .. & 3 7 day Air Cont, day.... 400 FIELD TEST DATA Slump, i. ... 3.5 (ASTM -143 Air Cont, T C-231) Unit Wt, pcf - (ASTM -138) Cone Te,O58 (ASTMC-1064) Air Temp,OF 60 Truck ��#��, Ticket No. 6.00.em...1 Time hatched........*7:32 AM No, CY rr n . . # i l Water added, l , ,,. , .. Concrete Sampled (ASTM C-172), Cylinder Curies. AST - 31) tested, & Cylinders t ASTM C-31) field Cures Date Cast., @ Temp Range,0F.....60-8o Ti- - Ti-.. :15 AM Lab cure from: By *0 B, McGowan Date . - .. -,,, ,4/26/96 Sample LABORATORY TEST DATA * # 960211(ASTMC-39) Cylinder I 960211A 602 1 1B 602 1 1 1 Cylinder Di. (inches) 6.02 6.02 6.02 X -Sec Area (sq I'M) (days) (psi) 28.46 4140 28.46 5830 Total Load (lbs) 117700 166020 164780 Fracture Type Conical Conical Conical Reviewed Date Tested 5/2/96 5/3/96 5/23/96 HOLD I - I-1liam J. IDAHO ASHiN TON * OREGON # V 0 1]N - MONTANA -* UTAH Age Camp Tested Str (days) (psi) 7 4140 28 5830 2$ 5790 N nn, , Area 9 ED anger r� GEOTECHNICAL ENGINEE IN MATERIALS TESTING 4460 Kings 'day #. Chubbuck, .1d.ah o 83202 208 237,3400 Fax 208 237-3449 CONCRETE CYLINDER TEST REPORT Repos to: RICKS COLLEGE Physical Science Bldg., Rexburg. I 83460 Project: Religion & Humanities Bldg. Contractor:Concrete & Construction Structure: Slab on grade Location: GL Int. Point M60/9-0 commonsarea #125 Reported by Waiters Mix No* 000*512 Sacks/CY....n/r Cement....... Admixtures..n/r MATERIALS AND MIX DATA Ready Mix Glass 40/513 nc Supplier. . a * * 0 f Method of Mixing.... AggSource........... Water Source.... Report T * . . Date. . 9 0 0 0 0 0 5/2/96 File ....# . 6006 Invoice ..-960119 Walters Transit NA Ready Mix City Well Specif is ionsRequIred strength, i 7 day.... Slump, in,.,., 3 1 28 day..,... 4000 FIELD E DATA Slump, in... 3.5 (ASTM 0143) Air Cont, M -231 Unit Wt, pcf - (ASTM -138 Cone "hemp , OF 58 (ASTM -1064 Air Temp,OF 60 Truck��#.� Wicket No,. Time Batched. -.......7.32 AM No. CY r...1 Water , l . . . . . Concrete Sampled ASTM C-172), Cylinder Curia TM C-31) tested, & Cylinders CastField Date Cast. 4/25/96 @ Temp Range , OF.....60-80 Time ,, 8:15 AM Lab cure from: By so # McGowan Date i * . . . . . .4/26/96 LABORATORY TEST DATA Sample No,. . 960211 (ASTMC-39) Cy 1 inder ID 211 9602 9602110 960211D -Sec comp Area Sts Esq in) 28.46 4140 28 0 28 * 00 Total Load (Ibs) 117700 Fracture Type �_--FM �.__� Conical Reviewed IDAHO , WASHINGTON * OREGON 0 WYOMING Date Tested 5/2/96 523/96 5/23/9h HOLD Ilia J# Age comp Tested Sts (days) 4140 28 0 28 0 Nenno, Area manger 4 MONTANA d- UTAH ' NEVADA i GEOTECHNICAL ENG.INEERIN & MATERIALS TESTING 4460 Kings Way #3, Chubbuck. Idaho 83202 208 237-3400 1 Fax 208 2-3449 Report to: RICKS COLLEGE Physical Science Bldg. Rexburg, ID 83460 Project Contractor: Structure.. Location; iHumanitiesBldg Dayley Concrete & Construction Slab grade L Int. Point ;11/51 - Cultural Hall #160. MATERIALS AND MIX DATA Reported by Walters Ready Mix Mix No. #.,..1 Sacks/CY....n/r Cement a . * . .. . 1 Admixtures.-.n/r Method of Mixing.... Agg Source. # 0 & . 9 * & . a Report .., Date........5/2/96 File No. v a o 9 6006 Invoice No. * -9 60119 Walters Transit NA Ready Mix City Well Specifications Re(: .lu�.r strength, ' slump, ,,,.,. 3 7 dayposo Air Cont, 1 28 day..,. 4000 FIELD TEST DATA Slump, in... 3.25 (ASTM -143) Truck No... Air Cont, % 3.6 (ASTM -231) Ticket No9 13449 Unit Wt. pcf - (ASTM -138) Time Batched.*.......7:05- AM Cone Temp , O F ASTM -1064 No* CY represented . . # 11 Air Temp,OF 50 Water added, gal . . , . Concrete Sampled (ASTM C-172), li r Curing ASTMC-31) t Cylinders Cash. ASTM - Field Guns, days .....1 Date Cast.. 4/2696 @ Temp Range, 0F.....60-80 F#....- Ti i 0. AM Lab cure By 94 B. MCGowan Date Received........4/27/96 LABORATORY TEST DATA -A- Sample ... 960212 ASTM C-39) Cylinder I 960212B 9602120 12 Cylinder Diam (inches) 64-02 X -Ser, Area (s.q ice) 28*46 0.000 Total Load (lbs) 112580 Fracture Type Conical Reviewed. Date Tested 5/3/96 5lz4/g6 5/24/9b HELD Age Camp Tested Str (days)--LiPs) 7 396[i 28 O 28 0 W-Clliamr , IDAHO' WASHINGTON ■ OREGON a WYOMING ; MONTANA * UTAH 4P NEVADA Area Manger i GECTECHNICAL ENGINEERING ATERIAL TESTING 4460 Kings W , Chubbuck, Idaho 83202 208 '-3400 / Fax 208 237-3449 Report to: Projecto Contractor. Structure: Location., RICKS COLLEGE Physical Science Bldg9 Rexburg, 183460 Religion & HumanitiesBldg. Daly Concrete & Construction Slab on grade GL Int- Point J.11 `51 - Cultural Reported by Walters Mix No. * 0 * * 512 Sacks. . . .r Cement. **009 92FRC95 Admixtures,.,n/r Hall #160 MATERIALS AND MSX DATA Ready Mix Class 40/513 Cork Suppl it . * 0 * * . a Method of Mixing.... Agg source. 0 0 . 1° & 0 V Water Source, . 6* 0 a 0 0 Date. is..../2/96 File No. # P96006 Invoice c * * - 60119 WalterB heady Mix Transit NA City Well Specifications Required strength, psi Slump, in .... Air Cont, day.... 4000 � _ � :� � i i i l�I�Y � �F � !� i- if � _ _ _ a� � .�� -s: _ _ a "� �: �!�i 4TF ii�M fT�F a _ : _ _ _ •�TTF �z �� _ _ FIELD TEST DATA Slump, i * 0 . TC -143) Truck No. Air cont, ASTM C-231) 1 Ticket No. . ; .... ; # , , , 1 449 Unit Wt, Pcf - (ASTM 0-138) Time Batched * . . . . . * . . o. 05 AM Cone Temp,OF S (ASTM -1 resented.. # 11 Air Temp,OF so Water added, gal.....5 Concrete Sampled ASTM C-172), Cylinder Curia ASTM C-31) y tested, ll -n rs Cast (ASTM C-31) Field Cures ... . , 1 Date tV, 4/26/96 @ Temp Range, O #..**; -80 Time 0. AM Lab cure from By Iwo B, McGowan Date Received 7/ 9 6 LABORATORY TEST DATA Sample ... 960212 (ASTMC-39) Cylinder Cylinder X -.pec Total Fracture Date Age Comp ID Diam Area Load Type Tested Tested Str (inches) i (lbs) a ys) (psi.) 960212A . 112 580 Conical 5/3/96 7 3960 60212B 6.02 28-46 156880 Conical 5/24/96 28 5510 96021 .v 02 157760 Conical 5/24/96 28 5540 960212D HOLD Reviewed ]�Y_ W diem j. IDAHO i WASHINGTON a, OREGON a WYOMING * MONTANA. a UTAH # NEVADA Gln ,. Area Manger GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way 03, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 p Report too, RICKS COLLEGE Physical i l , Rexburg, ID 83460 Project: Contractor, Structure: Location,,, Religion & ut Bldg. Dayley Concrete & Construction Slab . GIS Int. Point J.11/51 Cultural Hall #160 Reported by Walter Mix No. # .. * . 1 c. 0 0 . n/r Cement...... Admixtures** n/r MATERIALS AND MIX DATA Class 40%513 Cone Supplier....... Method of Mixing. a Water Source, �,.. Report ..#1 Date. * * & . & a # 5/2/96 -14-1 No. *f.fP Invoice No.o-960119 Walters Transit NA Ready Mix Specif 'cat it Required strength, psi Slump, Air Cont, ± 1 28 day.... 4000 FIELD TEST DATA Slump, ire.. It 3 (ASTM -143) Air Cont, a 'TC -231) Unit (ASTM -138) Cone T,O59 (ASTM --1064) Air Temp, OF Truck Nc4, 666*6*0404.25 Ticket N. .##....*..13458 Time Batched*-****#WWr*- AM No. represented.#.11 Water added. gal. a * 10 41 4 Concrete Sampled (ASTM -I. Cylinder Curia ASTIR -1 F tested, lender Cast TM -31) FJ-eld FJ-lCure, . * ... 1 Date V , Temp RamOF......60-80 T i *-V 9:15 AM Lab cure from By 69 B. McGowan Date Received........4/27/96 LABORATORY TEST DATA Sample ... 960213 ASTM C-39) Cylinder 1 602 1 960213.B 602 1 602 1D Cylinder Diam (inches) 6-02 X -Sec Area (sq in) 28*46 (psi) 0.00 5050 28 o Total Load (lbs} 143880 Fracture Type comical Rev Date Tested 5/3/96 5,/24/96 5%24%96 HOLD Age Comp Tested Str (days) (psi) 7 5050 28 o zs o F Ne'nno, Artie Manger IDAHO * WASHINGTON % OREGON * WYOMING * MONTANA. -b UTAH w NEVADA i GECTECHNICAL ENGINEERING EERI & MATEMALS TESTING 4460 K1,99S Way#3, Chu bL c , I'daho 83202 208 237-3400 / Fax 208 237-3449 Report to: RICKS COLLEGE Physical science Bldg, Rexburg, ID 83460 Pro Contractor.. Structure. Loc a ion Religion & Hu it Bldg, Dayley Concrete & Construction Slab on grade L Int. Point J-11/51 - Cultural Reported by Walters MJ -x No. ....512 Sacks ,.; . f r Cement. # * f • . i 9 . Admixturese.,n/r Hail #160 MATERIALS AND MIX DATA Ready Mix Class 40/5I3 Cone supplier....... Method of Mixing.... AggSource. ... &qO#,** 'dater Source...... .# Report ..1 Da4#004965/2/96 File ..... Invoice *,p-960119 Walters Transit NA Ready Mix City Well Specifications Area Required strength, psi 28*46 Slump, ire,, . i ? 5050 day. 6130 .fir Cent { 6220 FIELD TEST DATA Slump, in. . 3 (ASTM -143) Truck NoO..*� Air Cont, % 3-o 3 (ASTM C- Ticket .. . .1.3458 Unit Wt. Pcf (ASTM 1 Time * # . . * . . . : AM Cone Temp,OF(ASTM C-1064) . No. CY represented, -..11 T m , OF 57 Water added. l . , , Concrete Sampled (ASTM C-172). Cylinder Curia ..ASTMc-31) tested, ender ASTM C-31) Date Cast p , Temp Range,OF....,60-80 T i .* 9:15 AM Lab cure from By • i B eMcGowan Date ivied .. f.... f f LABORATORY TEST DATA Sample No.... 960213 (C-39) Cylinder 960213A 9 602 1B 960213C 960213D Cylinder D1 (inches) 6.02 6. 0.2 6,02 X -Sec Area (sq J -n) 28*46 ? 5050 28.46 6130 Total Load (lbs) 143880 174340 177060 Fracture Type Reviewed Date Tested 5/3/6 5/24/96 5/24/95 HOLD Age comp Tested Str (days)(Pso) ? 5050 as 6130 z$ 6220 IDAHO 4, WASHINGTON a OREGON a WYOMING * MONTANA 4- UTAH * NEVADA Area Manger i GEOTECHNICAL ENGILNEE"RING & MATERIALS TESTING 4460 Kings � Fh L)_ buck, Idaho 83202 20.8 237-3400 1 F-dx 208 237-3449 Report Pro i t* Cont actor Structure.,41 Location: if11111111111 ) .� 1F pm� M� 11115 z-1:3 RICKS COLLEGE Physical. Science Bldg. Rexburg, ID 8345 Religion Humanities Ormond Brothers Column L Int. int N,.o/8. Bldg. *01.0.0 MATERIALS AND MIX DATA Reported by Walters Ready Mix Mix No 1. . 1 Sacks/CY. n/r Cement......Class Admixtures..Polyheed 997 - 42 RC 95 Cone Supplier.fa*RD** Method of Mixing . @ . a & -0 f 0 Water Source..# Report ...11 D......../4/01 File ...... P96006 Invoice ..-960142 Wafers Ready Mix 'Transi NA City Well Specifications Required strength, psi s Air Cont, FIELD TEST DATA Slump, in... n/r (ASTM C-143) Air Cont., % n/r (ASPM C-231) Unit Wt, gcf -� ASTM C-1383 Conc Temp, ° F 60 (ASTM C-1064) Air Temp,°F n/r Truck No..,.*. Ticket N. Time Batched# * ....... 1 AM Noe CY t..,. Water added, a1.04.. Concrete Sampled (ASTM -1.72) f Cylinder Curiag (ASTM -1 tested, & Cylinders, Cast ASTM C-31) Field Cure, * . . # . 1 Date Cast 5/17/96 @ Temp Range, OF.....,60-80 TLab cure from. * . B. McGowan Dat Recti i .. .. LABORATORY TEST I.T. aml c>- 960276 (ASTMC-39) Cy 1 7 index I 602 9602760 5G0. -Sec Area (sq in) 28.46 (psi) 09,00 3090 0.00 o o1 Load (Ibs) 88040 Fracture Type Conical Date Tested 5/24/96 6/14/96 6/14/96 HOLD Reviewed bIs y& mil I' am J. Age Comp Tested St]C' (days) (psi) 7 3090 zs o zs u DAH WASH C TC O E ON WYOMING MONTANA UTAH NEVADA Area Manger -- i GEOTECHNICAL E"iN CCS] E ERC MATERIALS TEETI 4460 Kings Way , Chubbijok, Idaho 83202 208 237-340-0 Fax 208 237-3449 CONCRETE CYLINDER TEST SPORT Report too. RISKS COLLEGE Physical Science Bldg, Rexburg, ID 83450 Fr i ect& Religion & Humanities Bldg, Contractor: Ormond Brothers Structure. Column Location L Int. Point 1 AAF Reported by Walter asks * * a . n/r Cement*04,-...Class 40 Admixtures. MATERIALS AND MIX DATA Ready Mix 997 -- 42 RC 95 Cone Supplier.;..... Method of Mixing. . 4W 4W Age WaterSource...*...* Report No.. -.11 Date. . # * 0 . * *6/4/01 "j' -le No.....P96006 Invoiceo. ;3-960142 Walters Transit NA Ready Mix City Well Spec-J.f ications,Required strength, i Slump, in'...8.5 JM5 7 day A. 0 6 Air Cont, % 2.0 28 day.... 4000 FIELD TEST" DATA Slump, 1'nLV451W n/r (ASTM C-143) Air Cont, ASTM C-231) Unit Wt. ASTMC-138) Cone Temp,OF 60 (ASTM -1064) Air Tk r O " r Truck*#. Ticket No. CY seated . # . Water added, gal*..,. Concrete SaLmpled (ASTM ? Cylinder Curia ASTM -31) tested, & Cylinders Cast (ASTM C-31) Field Cure, Date Cast.. S/17/96 Temp Range, 0F......60-80 Time .1. AM Lab cure from* By so B. McGowan Date ■ a ...,.S/18/96 fi'}�i�F LABORATORY ST DATA .i (ASTMC-39) Cylinder I 7 9602760 602 Cylinder (inches) i 02* 02 6.02 Total Load (lbs) 88040 164260 162000 Fracture Typc- Conical Conical Conical Reviewed 0 Date Tested 5/4%96 6%14/96 6/'14/96 HOLD i " .iam J. Age comp Tested Str (days) (psi) 3090 28 5770 28 5690 Nenno, Aram Manger IDAHO* WASHINGTON • OREGON - WYOMING 9 MONTANA # UTAH * NEVADA i GEOTECHNICAL ENGINEERJNG & MATERIALS TESTING D Kings Way 3, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 Rep r RICKS COLLEGE Physical sco ien Rexburg,, Irk 83460 el*gi-on & Humanities Bldg, Contractor: Dayley ConcreteConstruct,ion Structure: 2nd level Slab on grade Locata -0 MATER - AND MIX DATA Report ,...;1 Date.... 6/6/96 File **@.o 6006 Invoice .. ,-960166 Reported by Walters Ready mix Conc Suppli I er969*060 Walters Ready M' .cks/CY .## n/r Transit MIF Water Source...0a,* C.Lty Well Prokreten Specifications Required strength, psi Slumlo, in.... 8 max Air Cont, 1,5 day. day 0 0 0 FIELD TEST DATA Slump, irl e a # ASTM C-143) Air Cont, 7v5 C-231) Unit Wt, PCf ASTM -138 Cone Temp , O F TM C-1064) Air Temp,OF 74 Til . ,,,,,,,,,,,,14262 Time Batched*'...*....:AM No. CY r r n -00010 Water added, gal. am a* 10 Concrete Sampled (ASTM C-172), Cylinder tested, Cylinders Cast (ASTM Date Cast% # 5/30/9days,Field .., # * #1 ime 1 @ Temp Range, OF, , , 60-80 By B. McGowan Lab cure from. Date Received, sample ,... Cylinder ID 0 9602973 9602970 960297 1i n Diam (inches) 6.02 1.,xBvHATORY TEST DATA (ASTM'C-39) X -Sec Area (Sq ire 28-46 0.00 0.000 Total Load (lbs) 55680 Fracture Type Conical Rev-Lz6wed IDAHO * WASHINGTON • OREGON @ WYOW - MONTANA Date Tested 6/6/96 6f27/95 6/27/96 HELD William j. UTAH Age comp tr (days) (psi) 1960 28 0 28 0 enno Area Manger N % V A D A i GEOTECHNICAL ENGINEERING, & MATERIALS TE TT 4460 Kings Way , hu u , Idaho 8 202 208 237-3400 Fax 208 237-344 CONCRE CYLINDERQST REPORT Report tO: RICKs COLLEGE Pays'cal Science Bldg, Rexburg, Pro' , Humanities l Contractor:1Concrete & Construction Structure,. Slab on grade Locat } i- L 1.po 1/7.5 T� — �17� �� i• � � s �. �� i,� �R s is � � _ t� � �—� � a.a� �� : �� .� 1t ;� iF � � � �� ,� �E iii i i � � TF � �� b i �F s i a MATERIALS AND -MIX DATA Reported by Walters Read y Mix Mix No* vve*512 ticks 0 .. # r Cement* # # 6 # * T Admixtures* , r COnc Supplier. . -& .. #-a Method Of Mixing, Agg Source . 0 0 4 W 0 9 Water Source'. . -D 6 0 Report . . * 1 Fate• ..„. . .6"14/96 File ..*. Invoice ..-960166 falters Transit NA Ready Mix Cl.ty Well Specifications Required strength, ps slumpf i ,&* Air Cont, ± 7 day0*96 28 daye 4 *a 4000 FTELD TEST I.T. Slump;* 3.5 (ASTM 143) Air Cont,% 2.s (ASTM _231) Truck No. Unit wt, pcf (ASTM Ticket NoO Cone T m ,OF AST Time Batched, �6:23 AM Air T,O - CY represented*.#1 Concrete a4tes: ampled (ASTM C-172) Water addedt gal.....5, fed & Cylinders CastCylinder Curing(ASTm C-31) Date Cast,,,, 6/5/96 Field Cure, days#4.,,. Temp .mange, OF. .60By -80 McGowan Lab cure from: Date. * . * . . * f � _ � � -.%,- - _ _ � - r y� �t .- �t - ,i + - �_ Sample Noob. 960307 Cylinder Cylinder ID Dim (inches) 960307A 6.02 6- 9603070 ,unnUttt��VHY '1'.KST DATA (ASTM X -Sec Area Esq 1”n) 28-46 0.00 0.00 Total Load (lbs) -117160 Fracture Type Conical Reviewea,_,by . IDAHO * WASHINGTON * OREGON # WY0 Jk G -P MONTANA Deate Age Com Tested Str (days) (Psi) X12/96 7 4120 7/3/96 28 0 7/3/96 28 0 HOLD i1iiam J. Ne 0area tenger UTAH • NEV i GEOTECHNICAL ENGINEER CNG & MATES GALS TESTING 4.450 'Ifl Way " a hubbLic E Idaho 83202 208 237-3400 Fax 208 237-3449 eaxcxE CYLINDER fiEST REPORT RICKSReport tO., COLLEGE PhYsical Science Bldg. Rexburg, ID 83460 Religion i i Contractor: Dayley Concrete nr ion Structure: Toppa-ng slab Location: L I*P` L*0/3*0 MATERIALS AND MIX DATA Repo a , - 1 4 Date. . . * •. 0 *6/14/96 FileNo.....P96006 Invoice & . 3-96016-0"- MATERIALS - 1 0 Reported by WaltersMix Mix1 X Cone l i * . Iters _ l I * ■ Sacks/cy Method of Mixing, # Transit Cement,, Class 40 Type I&II Water Sourcee a 0 0 * * a & urea#...*.... NA mixture . a P lh -VR City Well Plt *Procreten Spec .ii ions Required Slumsn. P , 8 max Air Cont, day* FIELD TESTDATA slump, I 3.25 -14 Air Conti 3.5 (ASTM -231 Unit Wt, pcf - (ASTMC-138) Conc Temp (ASTM -1064 Air F 57 Truck No. 0&0***9*W0* Ticket No. a&&*w4*6o-14479 Time Batched**.......6:11 AM No. CY represented...1-1 Waterl * f . Concrete Sampled (ASTM C-172). Cylinder Curing (ASTM C,31) tested. & Cylinders Cast (ASTM 1 i Date Cast, . 6/6/96 @ Temp Ranger OF......60-80 Time .0 AM Lab cure from By McGowan Date Received. 6/7/96 Sample No,,,, Cylinder ID 960311 9603113 603 1 1 603 1 960311 Cylinder Diam (inches) 6.02 .LABuHAToRY TEST DATA (ASTM C-39) X -Sec Area (sq in) 28-646 0.00 0600 Total Load (lbs) 117100 Fracture hype Conical Date Age comp Tested r (days) jL 6/13I95 7 411 7I'4/95 28 0 7/4196 28 0 HOLD .i ewe d b y# r -I, a i Nei i. IDAHO • VVASHr GTDN * OREGON * WYOMING NEVADA r� GEOTECHNICAL ENGINEERMG 4S MATE91ALS TESTING 4460 Kings 'Nay 03, Chubbuck, Idaho 83202 X08 237-3400 / fax 208 237--3449 is z - ip �� 93��Ppl 1 Report RICKS COLLEGE Physical Science Bldg. Rexburg, I ->Project* Religion . Contractor; Ormond. Builders Structure* Columns Location:I*PM OwO/7*0 MATERI SAND MIX DATA Reported by Walters Ready Mix Mix No. ....516 ticks O # O . n r. Cement&**66*1a Type II Cone Supplied,.*�* Method of Mixing . # # . Agg Source. # • f i ; f Water Bourg # ...... * ReportNo,.,.18 Date. i . . . ■ r . 7/9/9 File #*4.. InvoiceNo..3-960203 Walters rn NA Ready mix City Well Specificat* Slump, in..A, 8 Required strength, psi max Air Caner 28 day8e.. 4000 FIELD TEST DATA Slump, in... 3.5 (ASTM C-143) Air Cont % 3.0 (ASTM C-231) Unit Wt, PCf (ASTM C-138) Cone T,O72 (ASTMC-1064) Air Temp,OF Truck No. Ticket ,#;15074 Time Batched1*13 PM No. CY represented,._6 Water added, gal . . . , . Concrete Sampled ASTMC-172). tested, & Cylinders Cast - finder Curing (ASTM C-31) Date Cast,,. Field . . . . 1 Temp Range, OF....,60.80 By Lab cure frcm: Date i .. * . . ...6/26/96 Sample Cylinder ID 96042 9,60425B 9604250 960425 Cylinder Dram (inches) 6.02 IiAIscaxATC]RY TEST DATA (ASTM C-39) X -Sec Area (sq in) *4 9 00 01000 Total Load (lbs). 9890 Fracture Type Conical. 10 H0 * WASHINGTON 0 OREGON & WYOMING a MONTANA Date Tested �_. ,� 7/2/96 7/3/96 7/23/96 HOLD lam UTAH a Tested Ser (days) (psi) 3470 28 0 28 Nenno, Ares Manager NEVADA l 0 0 GEOTECHNICAL ENGINEERING & MATEF31ALS TESTING 4460 Kings Way 4,3, Chubbuck, Idaho 83202 8 237-3400 Fax 208 237-3449 CONCRETE CYLINDER QST REPORT Report to: RICKS COLLEGE Physical Science Bldg. Rexhurg, ID 83460 Project Contractors. Strut -Lure-. ion Religion uii Ormnnd 11 l Columns GL I*. H*0/7.5 Reported by Walters Mix No. ....516 Sacks/CY . a * . n/r Cement *.. . * . i l Admixtures..Polyheed Bldg* MATERIALS AND MIX DATA Ready Mix Type 9974 II MR - Met hod. of Mixing.... Agg Source...*...... Water Source. & 0 # # .t W a Re ort No,,,,, -19 D at e % V. v is & 1P 0 * 8/ 8 / 9 6 File ..... Invoice No . .0 3 -960249 Walters Trans it NA Ready Mix City Well Spec if i. ions Requ fired strep gth, psi Slump, in. . 8 maw 7' day FIELD TEST DATA slump (ASTM -143) Air Cont, ibTM C-23.1.) Unit Wt, Pcf, � (ASTM C-138) Cone Tern_, O ASTM -1064 Air Temp,OF 89 Truck No. Ticket No.i*;##♦�.� Time Batched.... ... 049:39 AM Not CY represented...1.5 Water added, gal * . # .. Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) testedf & Cylinders Cast (ASTM C-31) 1 Date Cast.. 8/1/96 @ Temp Range, OF.....60-80 Time 10:00 AM L ab cure from; By B. McGowan Date Received........8/2/96 Sample No..4,, 960507 LABORATORY TEST DATA (ASTM C-39) Cy-113"-nder Cylinder X -Sec Total Fracture Date Age Comp ID Diam Area Load Type Tested Tested Str (inches) Esq � Ia a) _ - �� ilii �.�! ��i��: iis�•� sa rr� *02 28-46 83100o 1 al 8/8/96 7 2920 960507B 6.02 28*46 126760 Conical. 8/29/96 28 4450 960507C 6.02 28.o46 1980 Comical 8/29/96 28 4290 960507D T40LD IDAHO WASHINGTON * OREGOM a WYOMING 0 MONTANA -v UTAH • NEVADA Area Manger i GEOTECHNICAL ENGI'MEERING & MATERIALS TESTING 4460 KingsWay#3, Chu bijckF Idaho 83202 208 237-340 Fax 208 237-3449 CONCRETE CYLINDER TEST REPORT Report to RICKS COLLEGE Physical Science Bldg, Rexburg, ID 83460 Project: Contractor, Structure: t iondP Religion & Humwti OrmondBuilders Topping Slab GL w� L,5/8.0 Bldg* MATERIALS AND MIX DATA Ro;�Ported by Walters Ready Mix Mix ; .;*10103 acks/CY . t 0. r Cement#..,*#Class 40 Type I&II Admixtures-OaPolyheed 997-6 MR -VR Cone Supplier. 0 a& V 6 a Method Of Mixing. Agg Source........,.,, Water Source..... . we Report ..1 Date., -w,,,,7/9/`96 File o....#. Invoice ..-960203 Walters Trans it NA Ready Ix city Well Specifications Required strength, psi Slump, Air FIELD TEST DATA Slums 4 in 4; (ASTM. -143 Air Cont, t (ASTM -231 Unit Wt, pcf T -138 Cone T► (ASTM -1064 Air Temp.op 68 Truck No.��. Ticket No. 94.066*64*1530 Time Batched4&,.,,,.....5-.5,3 AM Now CY represented ,.r . ., 0 Water added, l...; ConcreteaM�ld (ASTM 0,172 tested, & Cy-11-inders Cast (ASTM C-31) Fi b eld Cure, days.....1 Cylinder Curia Datet. 7/3/96 Time @ Temp Range,OF..,..60-80 —�__��g_�t_�_ ��-�_�.�i��w,�� •�_,��. Date Received, # a i 07/4/96 �� . �� . � �� _ �: � } �r _ _ �r _ � — _ •� _ �t � _ +w� � � �, �� r i. _ �� _ *'s+ � � �� _ as _ _, . . Sample N. Cylinder ID 604330 04L Cylinder Diam (inches) 6.02 LABORATORY TEST DATA (ASTM C-39) -Sec Area (sq ire) 28,,46 0.400 .0000 Total Ir (lbs) 100220 Fracture Type Rev i ewe d IDAHO WASHINGTON OREGON WYOMING MONTANA Date Tested 7I1oI96 7/31%96 7/3119 HOLD 1 lim j. UTAH Age Comp Tested Str (days) (PSS) 3520 28 0 28 0 Nennd, Area Manger NEVADA S GEOTECHNICAL ENGINEERING & MATERIALS TESTINC, 4460 Kings Way #3, Chubbtrck, Ida�,a 83202 208 237-3400 / Fax 208 23? -3449 Report Proj ect Contractor* Structure; Lccation. CONCRETE CYLINDER TESD REPORT RICKS COLLEGE Physical ience Bldg, Rexburg, Religion Humanities Bld Ormond Builders Columns GL I*P9 H-sO/7*5 Report N #...1 Date. * -0 0 E * .6 'h. 8/8/9 File *.%** Invoice o#. -960249 _��. -- TI AND MIX DATA __-, Reported by Walters Reade Mix Mix No. .„,,,. . Sacks . .. * n/r Cement*&64504CIass 40 Type I&II Admixt r �-Pol e 997# MR�vR . 4 � Method OfMixing.... Source.......... Wates` Source........ Wal mer Transit NA City Well ii.i Slump, strength,i . max Air Cont, 7 day, FIELD TEST DATA Slump, in.... T T 143) TAir Cont, %, 4*0 (ASTM C-231) `it _(ASTM C-138) i 4 * * . 161819 ConConc Temp,OF(ASTMTime Batched * * 9 * .... 9.3 9 AM .fir 'hemp, O f represented.. , .1 '* Wateradded l ,., Concrete Sampled(ASTMC-172). e, & CylindersCast rider Curing (ASTM C-1 Date Cast., 1 Field I* W -F -W * 1 Time Temp Range, OF,,,* ”.•* -By 80 Lab cure . B. McGowan Date Received........8/2/96 Sample No. a 960507 LA130PATORY TEST DATA (ASTM C-39) Cylinder ID 9605070 Cylinder Diam (inches) 6.02 6.02 6*02 X - Sec Area Ser (sq in) * 46 28.46 0 28-46 0 Total Load (lbs) �. 4- -.W 83100 JDAHO WASHINGTON OREGON Fracture T i � fes. ft-- , Conical Reviewed Date � t WYOMING *MONTANA * UTAH Age Comb Te s . Ser (days) (psi) 2920 28 0 28 0 ennor Area Manger NE'V'ADA