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Home My WebLink AboutMASONRY PRISM TEST REPORTS - 95-00019 - Ricks College (BYUI) - Taylor Buildingi GEOTECHNICAL ENGINEERfNG & MATERIALSTESTJW 4460 Kl'r�gs Way 43, Chubbuck, Idaho 8320'/ 208 237-3400 / Fax 208 237-3449 MASONRY PRISM TE'ST REPORT Report to: RACKS COLLEGE Physical. Science Bldg. Rexburg, ID 8350 o # # mb Rel i1on & Rumanities Bldg. Contractor.Ormond Bul'.1ders Masonry,..... Mickelson & Sons Structure.,. Chapel Walls Location...... GL o - * # AoS 7*1w5-7o2*5; *l-762; 7o3 A' - MAT I LS D ATA Ft : Report No,.9 Date....... File .... Invoice MORTAR (ASTM 0780) GROUT (ASTM 01019) Mix No.. Spec mix Mix * . 0 - * 516 Cement/Lime. ASTM 0260 Type S Cement Type. 42RC95 Class 40 Cement Type. ASTM 0150 Type I-11 Admixtures . # Polyheed 997 Admixtures.. 04200suppli'er .4*a Walters Req Str psal, 1800 Truck * + * * 20 Joint i . i Thickness, in. Tit No i If . 13040 BLOCK 140) Required strength, psi. Type,.#i. i ..# i ,Ti 060 Type 1 28 day.... 4000 Grade....... Manufacturer. Buchner block Lot Number,,4 n/r Req Str psi -.9 3750 FIELD TEST DATA Reported y PrismDimensions Prisms.t : Mickelson Total Test Method: (UBC 24-26) comp Dat Jointed. # i i # # 4/8/96 Area (ASTM ,s ) Tested. Time . AM Boyd Method . Bond X Stack Number of Joint .i : I (days)(Psw) Running Joint i . i Thickness, in. 1/411 Air Temp OF-, 74 Date Grouted4,,,,,,,,,, 4/8/96 Mortar, 0 F. .65 15-50 Time Grouted.....,,,.. 1:. M Grout,, 0 68 Dateiv 960180C 15.50 15x44 7*63 118627 in laboratory, 4/10/96 LABORATORY TEST DATA Sample No,..,. 960180 (UBc 24-26 OR ASTM E447 AS IN FIELD DATA) Prism PrismDimensions X -Sec Total Date Age comp ID (inches) Area Load Tested. Tested Str. w (sq in) (lbs) (days)(Psw) 1 1 * 118*27 6/96 28 >3380 1 B 15-50 15.44 118.27 6/ 960180C 15.50 15x44 7*63 118627 >400000 5/6/96 28 >3380 Description of Failure Prism ID Failure IDAHO -a WASHiNGTON Reviewed 0 OREGON a WYOMING 0 Required strength, psi 28 day..... 2500 Avg Compressive Strength wi_jLLj_am j. MONTANA * UTAH ; NEVADA D Amro, Area manager GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way , 'nu b u , ldat� o 83202 208 23.7-3400 / Fax 208 237-344 MASONRY PRISM ST REPORT Report t RICKS COLLEGE Physical Science Bldg. Rexburg, ID 83460 Report No., Date....... File ***& Invoice 1 4/8/96 P96006 3-9:6,0087 Project.... Religion Humanities Bldg. Contractor. Ormond Builders Masonry.... Mickelson & Sons Structure # # Chapel Wall Location.. GL m- www A-5 7alo5-7*2*5; B7ol-7o2; T— MATERIALS DATA Reported byV MORTARASTM GROUTTC-1019) Mix No. Spec m� X Mix N. 80** 516 Cement/Lime, ASTM C260 Type S Cement Type. 42RC95 Class Comment Type. ASTM C150 Type 1-11 Admixtures. Polyheed 997 Adm-ixtu-res 04200 supplierhers Req S r psi. 1800 0 0 Truck No.... 20 Ticket No. w * 1 040 BLOCK ASTM C140) Required strength, Type........ ASTM C60 Type 1 28 dayV860 2000 Grade....... Manuf acturer. Buchner block Lot Number., n/r Req -r psi..,, 3750 FIELD TEST DATA Reported BM Prisms fabricated by: Mickelson Test Method # UBC - Date Jointed ., # 9 0 . 0 4/8/96 (ASTM Time Jointed........ 9:00 AM Boni. Method: X Stack Number of Joints. Air Temp OF: 74 Running iThickness, in. 1/4" Mortar, 'F: 65 Date Grouted. . a 0 * 0 0 * 4/8/96 I -P30 PM Grout, O 0 68 ate Received in laboratory.... 4/10/96 LABORATORY TEST DATA Sample NoV0, 960180 (UBC 24-26 OR ASTM E447 AS IN FIELD DATA) Prism Prism Dimensions X -Sec Total Date Age comp ID (inches) Area Load. Tested Tested Str Lin(lbs)dSfi 11 1 15-50 1 * 118.27 >400000 -5/6/96 28 >3380 1 0 15-50 1# 7*63 118.27 >400000 5/6/96 28 >3380 9601800 15-50 15x44 7w63 118#27 >400000 5/6/9-6 28 >3380 Description of Failure Required stye ngth, psi Prism ID Failure Avg Compressive Strength l# Reviewed gy. Wj�lliam J. Nenno, IDAHO WASH I U"TO N OREGON WYOMING MONTANA i UTAH w NAD Area er i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way f3, Chubbuck, Idaho 83202 208 7-3400 / Fax 208 237-3449 MASONRY PRISMQST REPORT Report RICKS COLLEGE Physical Science Rexburg, ID 83460 Bldg, Project.... religion & Humanities Bl. Contractor. Ormond Builders Masonry..... Mickelson & Sons Structure.. Chapel Walls Location... GL A7*2-7*4; * . * - * * ; MATERIALS DATA Reported Report No,.9 Date....... File o; . Invoice No. MORTAR ,.STM 0780) GROUT ASTM C1019) Mix Nos . . . . Spec mix Mix N ' � wew 1 Cement/Lime. ASTM 0260 Type S Cement Type. 42RC95 Class 40 Cement Type. ASTM 0150 Type I-II Admixtures Polyheed997 Admixtures.. 04200 SUPP1 i . , Walters Req Str psi. 1800 Truck No.... 20 Ticket No... 13040 2 4/8%96 P96006 -s600sz BLOCK ASTM 1 Required tri. , psi Type...*..... ASTM C90-93 Type 1 28 day.#*# 4000 Grade....... Manufacturer. Bu .er block Lot Number.* n r Req Str psi,,, 3750 _� er■��-a�#r��t�r��__—_._��:��.�.,F;•f.��___��,�,�r.�r.F�..�.�.______ _______.__�_��_ � �t � � • amt .Tr �f ��, �� sf ter. a� � � _ _ �F �� t�f � �.� �r -�F �� _ FIELD TEST DATA Reported M Prisms Fabricated Mickelson Test Method: (UBC - Date Jointed........ 4/10/96 X (ASTM E447) Time Jointed.. i . i i 9:00 AM Bond Method. X StackNumber of Joints.... 1 Air Lti • Date Grouted'. . # 9 # 9 f 9 4/8/96 Mortar, *F: 65 Timer- #...*... 11:30 P Grout., * F # 68 Date Received in laboratory....4/12/96 LABORATORY TEST DATA (UBC 24-26 OR ASTM E447 AS IN FIELD DATA) Sample No.... 960181 PrILSM Prism Dimensions X -Sec Total Date Age COM D (inches) Area Load Tested Tested Str L (lbs) ((psi) 960181A 11*63 15 .! 31 88.o74 313000 5/6/96 28 3530 60181.E 11* 1 . 7*63 88*74 312000 5/6/96 28 3520 11 11 . . 1 10920 5/6/96 28 3470 Description of Failure. Required strength, psi Prism ID Failure 28 day..... 2500 Avg Compressive Strength 28 dam , aaq 3510 Reviewed 711J'_ am J i nn IDAHO WASHI T N OREGON WYOMING MONTANA w UTAH + NEVADA Area Manage GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kinos Way , Chubbuck, I d h o 83202 208 237-3400 Fax 208 237=3449 MASONRY PRISM TEST SPORT Report RICKS COLLAGE Physical Science Bldg. Rexburg, IB 83460 Prop t.... Religion & Humanities Bldg, Contractor. Ormond Builders Masonry.... Mickelson & Sons Structure-.. Chapel Walls Location... GL A7.2-794;79105--7-225; MATERIALS DATA Repo . by: Report Nb.,, Date... # .. . File N,... Invoice N. MORTAR (ASTM 0780) GROUT (.STM 01019) Mix No. o o * o Spec i .Mix No. * 4 # i 6 Cement/Lime . ASTM C260 Type S Cement Type. 42RC95 Class Cement Type. T 1 'hype I-II Admixtures... Polyheed997 Admixtures... 04200 suppli'Ler. Walters R e q 1 psi. 1800 Truck . 28 Runni'ng Joint Ticket No... 13040 BLOCK ASTM 1 fired strength, psi Type . & . ,,, , , # ASTM C90-93 Type 1 28 day. . 2000 Grade....... N Manufacturer. Buchner block Lot Number, ,,# r Req Str psi-... 3750 FIELDTEST DATA 4/8/9fi P96006 3-96DC187 Reported b . BM Prisms Fabricated : Mickelson Area Test Method ; UBC - Date Jointed........ 4/10/96 1.(days) (ASTM E (psl) Time 1....,,:, 9000 AM Bond Method. X Stack Number of Joints.... I 5/6/96 28 Runni'ng Joint Thickness, in. 1/411 �}'y �� i 4 L I . 74 in Grouted,...,,,,,, strength, Mortar, OF : 65 28 gay..... 3500 Avg Compressive Strength Date Received —�'ti�___.�--�.� _��r�_�+e��,r��r�ir�:�_�t®t�i_�F.�.�_��f in �+.��__�r•��sr��F�st+��i rr��et ��_._._�-�_`s"��.'�::__�.��F-.��a.��ir��_�� laboratory.... 4/12/96 Sample N,.,., LABORATORY TEST DATA (UBC 24-26 OR ASTM E447 AS IN Prism Dimensions (inches) L 11w63 15931 11963 1 * 11063 15938 7*70 Description of Failure Prism ID Failure FIELD DATA) -Sec Total Date Age Comp Area Lead Vested Tested Str (sq i 1.(days) (psl) 88*74 313000 5/6/96 28 3530 88*74 312.000 5/6/96 28 3520 310920 5/6/96 3470 Required strength, psi 28 gay..... 3500 Avg Compressive Strength 28 si - ReviewedQby.* IDAHO WASHINGTON OREGON WYOMING - NIONTAN William J No., * UTAH * NEVADA Area Manager 0 i 1 GEOTECHNICAL ENGINEEMNO & MATERIALS TE TJN 4460 K'Mgs Way , h u b � uck,10'aho 83202 208 237-3400 Fax 208 733449 MASONRY PRI MSR Repot RICKS COLLEGE Physical Science Bldg, Report No., Rexburg, 1D 83460 Date....... 5/6/96 Fide .... P96006 Project.... Re 1Igion & Humanit'es Invoice No. 3-960119 Bldg, Contractor,,_LOrmond Viers Masonry.... M� Structure., Chapel Webs & Classroom LocationO., Wing Walls w. side of chapel DATA Reported MORTAR ASTMC780) M_LX N0.0 GROUP (ASTM C101:7) Spec mix Mix Cement/Lime. ASTM C270 Type S Cement Type . 42RC95 Class 40 Cement Type. ASTM C150 Type I-11 Admixtures . 0 Polyheed 997 Admixtures n/r Req Str psi, 1800 @ 28 days .I.. # Walters Ready Mix Truck 35 BLOCS(ASTM Ticket # .. 13528 Re qua.red strep ' Tmof ype 9 # * 4P 0 COO -93 I 28 day*... 4000 Grade......* Manufacturer. Euehner block Lot Nurnb. Req Sty ps4i3750 FIELD TEST DATA Repo .b : BM Test Method:Prisms Fabricated (UBC 24-26) Y. ic e . son (ASTM Date Jointed., .. # . 0 V 4/29/96 Bond Method: X Stack Time. Jointed...... .. 4*00 Pm Running Number Of Joints.... 10 a Joint , in. 1/4" Air Temp TFv 62 hickness Mort ar F 4 58 Date Grouted........ Grout'r O � 60 TimeGrouted........ Date Received i -n laboratory,, .. 0 d% 5/2/96 LABORATORY TEST D ATS Sample 960236 (U13C 24-26 OR ASTM E447 AS IN FI.ELD DATA) Prism Prism Dimension ID inches Area Load i (lbs) 960236A 15-20 15.44 7.60 115.52 284360 960236B 15-20 15-50 7,60 115*52 368780 Description of Failure I ID Failure Dade Age Comp Tested Tested Str (days)(psi) 5/7/96 7 2460 5/28/96 28 3190 HOL 28/96 D Required strep gth, psi 28 day..... 2500 Avg Compressive Strep gth 28 dAyA' Psi_ 3190 Reviewed .-' Z_ : W Ipsco j. IDAHO WASHINGTON a' OREGON REO WYOMING NNA brei. manager r� GEOTECHNICAL EI I EERIN . MATERIALS TESTING 40 Kings Way 4'3, Chubbuck, Idaho 83202 208 237-3400 / F 208 237-3449 IV w I H 1XI Report to I COLLEGE Physical Science Rexburg, ID 83460 EM Report No., Date....... File No. * . f j Invoice -jj eco.... ., Religion Humanities Contractor, Ormond Builders Masonry.... Mickelson & Sons Structure., Chapel Walls & Classroom Locat-.L.Lon. W.Lng Wallsw gide of chapel i��i _� �T T �_T'# .b ,'Y _ _ �i._" _T-f1�—�� --i—&— MATERIALS DATA Reported MORTAR (ASTM 0780) GROG T (ASTM C1019) Mix NO. ■ e*. Spec mix iL Cement/Lime., ASTM C270 Type S Cement Type. 42RC95 Class 40 Cement Type, ASTM C150 Type I-II Admixtures Admixtures.... n/r Supplier.* Walters Ready Mix Req Str Psi. 1800 @ 28 days True - BLOCK (ASTM C140) Ticket NoO 6 a 13528 Typeffio*..... ASTM C90-93 Type I Required strength, psi N 28 day. Manufacturer. Buchner block Lot Number*, N/A Req Str psi # -D 3750 FIELD TEST DATA Reported bY4. BM Prisms Fabricated by: Mickelson Test Methodw. (UBC 24-26) Date Jointed., . 4/29/96 Bond Method: X (ASTM E447) Time Jointed&,........ 4:00 Pm X Stack Number of J�t. Air Tem OF: 62 Running Joint Thickness, i - n. -1/4" Mortar, F 58 Date Grouted........ 4/30/96 Grout,, OF: 60 Date Received Time Grouted........ AM ire laboratory,.,.* LABORATORY TEST DATA Sample No. 960236 (UBC 24-26 OR ASTM E447 AS IN FIELD DATA ID Prism Dimensions X -Sec Total Date Age Comp (inches). Area Load Tested Tested Lin) (Ibs) (days) (psi)960236A -15-20 1S944 7;.60 115-52 284360 5/7/96 7 '960236B 0.00 S/28/96 28 2460 f 00 5/28/96 28 00 Descripti-on of Failure Required strength, psi Prism ID Failure 28 day..... 3500 Avg CompressiveStrength 28 day, *: Reviewed ]D: NenHo, Are& Mann IDAHO WASHINGTON OREGON WYOMING MONTANA * UTAH * NEVADA i GEOTECHNICAL ENG NEEH I & MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208-340 - 'P' Repar-t tot RICKS COLLEGE Physical Science Bldg. Rexbu y ID 83460 Report No., Date,.*.... File No.... 4 5/696 P'96006 ,+. j t f i i f B a l my ion Humanities Contractor. Ormond. Builders Masonry....-MickelsonSons Structure.... Chapel Walls Classroom Location... Wing Walls W. side of chapel --P "PM r- at i irF •j : ilii iiiY Y �t ii i _ _ T` �. � �f�, _� _ : aft MATERIALS DATA Reported b& MORTAR (ASTM 0780) -Sec GROUT ASTM 01019 ]- X N 0 i aL & * # Spec mix Mix i i a -** 51 Cement /]--x ime4 ASTM C270 Type S Cement Type. 42RC95 Class 40 Cement Type. ASTM 0150 Type 1-11 Admixtures Pol heed 997 Admixtures., n/r SUPP1 ier Walters Ready MIX Req Str psi. -1800 @ 28 days Truck N.... 35 Ticket No.. * 1 BLOCK (ASTM 0140) iced strep gth, ps-1 Type........ ASTM C90-93 Type 1 28 day.... 4000 Grade#.#.... Manufacturer, Buchner block Lot Number., N/A Req Str psi.... 3750 FIELD TEST DATA Rej:�orted by: BM Prisms Fabricated b # M-ickelson Test Method UBC - Date Jointed,..,.,,,,A,,, 4/29/96 X (ASTM E447) Time Jointed...40*00 PM Bond Methodv X Stack Number of Joints-..,,, 1Running ItAir Temp OF: 62 Joint Thickness, In. -1/4" Mortar, OF: 58 Date Grouted........ 4/30/96 Time Grouted.,,,,.,,, Grout, OF* 60 Date Received in laboratory.,,*, 5/2/96 alai �aE i•_ 1��:._�a�? r�+��7i�_��:tel �F _ _��:._ �F iVW �:�_i,��Ik sly-_� °�'_ �:�:..++��a:� LABORATORY TEST DATA Sample Nc,... 960237 (UBC 24-26 OR ASTM E447 AS IN GELD DATA) Prism Prism i n ions -Sec Str Total ID (inches) Area 28 Load L H w (sq l (lbs) 906O 15*44 7.60 72.96 18-5540 960237B 9.60 15.50 9602370 -5280 De C tenure Prism ID Failure IDAHO - WASHINGTON #OREGON e i WYOMING 0 Date Tested 5/7/96 5/28/96 HOLD Age Corp Tested Str (days) (Pao) 2540 28 3220 Required strength... psi 28 amo*e. 2500 Avg Compressive Strength i* 2 1 am MONTANA-* UTAH 0 NEVADA Nenno, Area Manager i GEOTECHNICAL E INEERI MATERIALS TESTING 4460 Kings Way , Chubbuck. Idaho 83202 208 237-3400 Fax 208 237-3449 MASONRY T TEST REPORT Report to: RICKS COLLEGE Physical Science Bldg, Rexburg, ID 83460 Report No., Date. . s . . * 0 File No,#0. 4 5/6/96 Prof . .. Religion Humanities Bldg. Contractor. Ormond Builders Masonry.... Mickelson & Sons StructureP. Chapel Walls & classroom L t' n . , ,, Wing Walls W. side MATERIALS DATA Reported by9 MORTAR ASTM (ASTM C1019) Mix No. pec Mix M i . 1 Cement/LiASTM 0270 Type S Cement Type. Cement Type, ASTM 0150 Type I Ti Admixtures. -0 Polyheed 997 Admixtures.. n/r supplier&S*o Walters Ready Mix Req t i... 1800 @ 28 days Tru.ck No. .35 Ticket No. 13528 BLOCK (.ASTM 0140) Required strength, Type........ ASTM C90-93 Type I 28 day.... 4000 Grade0600.*6 Manufacturer. Buchner block Lot Number . , N/A Req Str psi., 3750 FIELD TEST DATA Reported. Prisms Fabricated Mickelson Test Method. (UBC 24-26) Date Jointed........ 4/29/96 X (ASTM Time Jointed........ 4:00 PM Bond Method; X Stack. Number Running Joint Thicknessi 1 Air Temp O /411 Mortar, IF: 58 Date Grouted........ 4/30/96 is Time Grouted........ 9.45 AM 3-n laboratory.... 5/2/96 LABORATORY TEST DATA Sample No..,, '960237 (UBC 24-26 OR ASTM E447 AS IN FIELD DATA) Prism Prism Dimensions X -Sec Total Date Age Comp T(inches)Area Load Tested: Tested Str H w (sq in) (lbs) (days) 960237A 906O 15.44 7.60 72.96 185540 5/7/96 7 2540 960237B 0.00 5/28/96 28 0 960237C 0.00 5/28/96 28 0 Description of Failure " Required strength psi Prism ID Fal'* -lure 28 day,. 3500 Avg compressive Strength Reviewed IDAHO i WASHINGTON OREGON WYOMING N a MONTANA v Elliam J. Nenno, UTAH a NEVADA Area Manager i GEOTECHNICAL E N INEERII MATERIALS TESTING 4460 Kings Way , Chub buck, � daho 8320 208 237-3400 Fax 208 237+34490 Report to: RICKS COLLEGE Physical Science Sidg, Rexburg, ID 83460 Prof . . .. Religion Humanities Bldg Contractor. Ormond Builders Masonry.... Mickelson & Son Structure.. Chapel Walls & Classroom Locati'onw.. Wing Wa,11s W. sidef chapel- MATIERI S DATA Reported by.. Report N..# Date...,... 5/6/96 File ,.,.,. Invoice No. 3-960119 MORTAR (ASTM 0780) GROUT (ASTM 01019) Mix . #do00 Spec mix Mix No. 516 Cement/Lime , ASTM C270 Type S Cement Type. 42RC95 Class 40 Cement Type, ASTM 0150 Type -i Admixtures . Pol. 997 Admixtures ,. 1. n/r Supplier, . 9 Walters Ready Mi Req Str psi, 1800 @ 23 days Truck . # . Thickness, in. 1/ 4 Air T }�..� �' �rf Ticket o... 13528 BLOCK `M C140) Required strength, psi Type'...*.„,,. .ASTM C90-93 Type 1 28 day....,.. 4000 Grade....... 1.! Manufacturer. Buchner block Lot Number.,N/A Req Str P i... 3750 FIELD TEST DATA Reported BM Prisms Fabricated : Mickelson Total Test Method : (UBC 24_2 Date Jointed. 4 * , * * * .0. 4/29/96 (ASTM 4Time (sq Jointed........ P Bond Methodf X Stack Number of Joints..... I 602 1y�', F Rung Joint Thickness, in. 1/ 4 Air T }�..� �' �rf 2 DateGrouted... � � i � � {}' 96 Mortar, O F `� Time Grouted......... 9:45 f AM Grout, 'F: # date Received _�ti___ r,:•_�__:.-7�a�:��_��F��__..wi+��___wrr�__ �s��F..�� in _ _'°�' �-..�:�__��”ii��_s�+��.:�.��_�+.+_a�k..,+�.�T:a-..�___�_"s 1*. ��,��: 5/2/96 _+a.+t �-4-.��-re LABORATORY TEST DATA Sample No.,,* 960238 (UBC 24-26 OR ASTM E447 AS IN FIELD DATA) Prism Prism Dimensions -Sec Total I(inches) Area Load L H w (sq in) (Ibs) 11960 15.44 7w7O 89.32 220040 602 1 * 7*70 69320 -'On of Failure Prisms. ID Failiare Reviewed IDAHO -a WASHINGTON # OREGON • WYNAING i MONTANA Date Age comp Tested Tested Str (days) (Psi) 5/796 7 2460 5/28/96 28 3020 HOLD 11 Required strength, 28 day. . * . 2500 Avg Compressive Strength 28 day, P-1 liam J. Nenno, Area r a UTAH a NEVADA i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kiqs Way, Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Report to. RICKS COLLEGE Physical Science Bldg. Rexburg, 183460 Report No,@* Date....... File .... Invoice Nn 5 5 / 6 9 i-qAni 1 ' Project.... Rellgion & HumanitiesBldg. Contractor. Ormond Builders Masonry.... Mickelson & Sons structure * f Chapel walls Classroom Igo ion ... Wing Walls W. sidechapel MATERIALS DAT Reported MORTAR ASTM GROUT ASTM C1019) Mix No. # # * # M.LX Mix. 0660 1 Cement/Lime. ASTM 0270 Type S Cement Type. 42RC95 Class 40 Cement Type., ASTIR C150 Type I -I l Admixtures. . Polyheed n/r Supplier.Admixtures., ix' Req Str psi. 1800 @ 28 days Truck . . . Ticket t BLOCK ASTM 0140) Required strength, psi Type........ ASTM C90-93 Type T 28 da.y.... 4000 Grade....... Manufacturer, Buchner block Lot Number.* N/A Req Str psi... 3750 ILD TEST DATA►. Reported Prisms Fabricated Mickelson Test Met hod(UBC - Date Jointed. 4/29/96 (ASTM Time Jointed......... 4:00 PM Banff. Method: X Stack Number of Joints....1 RunningAir Temp OF- 62 JointThickness, i � 1/411 Date Grouted... 4/30/96 Grant, 0 F& 60 Date Received 11 in laboratory.... 5/2/96 LABORATORY TEST DATA Sample No.... 960238 (UBC 24-26 OR ASTM E447 AS IN FIELD DATA) Prism Prism Dimensions -Sea Total Date Age Comp I is Area Load Tested L i (I(days) (Pr=!) 1e 1- 89.32 220040 5/7/96 7 2460 960238B 0000 5/28/96 28 0 960328C 0000 5/28/96 28 0 Description of Failure Required stren th, psi Prism ID Failure 28 day. -oft#, 3500 Avg Compressive Strength 2 PS Reviewed . Area Manage r IDAHO WASHINGTON OREGON WYOMING MONTANA a UTAH NEVADA i V0110, s =now � a I a ECTECHNI AL ENGiNEERING & MATERIALS TESTING 4460 Kings Way F Chubbuck, Nano 83202 208 3743400 Fax 208 237-3449 MASONRY PRISM TEST PORT Report to., RICKSCOLLEGE Re. 1k It Physical Science Bldg Rexburg, ID 83460 Date.,,,., ... 5/21/96 File.... Invoice No. 3-960119 Ui1 Masonry,,,,,,, Mickelson & Sons Structure.. Chapel Walls & Classroom Location,... GL Int, 2.Po*nt At/7*3 to A/7o3 to A/7 -o2 MATERIALS DATA Reported .TAR T GROUT Mix No., m e & ; c mix 11t Cement/Lime. T Cement Type. ASTM C150 Type I-Ij Cement Type. 42RC95 Class 40 ML Admixtures l d Ad Ixtures.. n/r SuppliLer Walters Ready Mix Req Cr psi # 1800 @ 28 days Truck No 43 T i Mtn It Ila 0 r - BLOCK (ASTM 0140) 0 a 6Typeeelowee* ASTM C90-93 Type I Mrd strength, t � N 28 day,..*. 4000 Manufacturer. Buchner block Lot Number., N/A Req Str 3750 �i TT��_ T+rim-Y _��_si__"0_T•�_T#s:sem-: �.aa �. _+i�++�—T�a �. s �F��—may® �_�i�__.�JIiF_ �M+i�iF ie._.��::air._ is mow: _�.. iii Tfill it _. �,fr +ufFs _ ��s� FIELD TEST DATA Reported by., BM Prisms Fabricated by: Mickelson Test Method*. (UBC 24-26) ASTM EDatf Bond MethodJointed,........ 1,6.0.0 Runnif f Joints . * 0 # 1 Air Tem O60 Thickness, in. 1/4" mt.t OF-, 60 to Grouted........ 5/16/96 O 'dime Grouted...*# :00 pm Date Recti -Ld . laboratory.... 18/9 LABORA'T'ORY TEST DATA (UBC 24-26 OR ASTM E447 AS I ,may FIELD DATA) L N cw # • 960239 Prism I B 602 r' 11 im (inches) 12.38 15.25 7.63 1* 15.50 7.63 Descript i lon Of Failure Prism D Failure IDAHO 0 WASHINGTON X -Sec Total Date Age comp Area Load Tested Tested (sq in) (lbs) (days) (.Psi) .�_,—�_ - 'W*— � — — � — — 94.36 306860 5/23/96 7 3250 91e50 86940 6/13/9 Ll Required strength, psi 28 day..... 2500 Avg compressive Strength ti 9 0 OREGON Reviewed *. 14.1am J. li WYOMINGMONTANAiMONTANA UTAH 0 NEVADA enno., Area Manager GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3r huua Idaho 83202 208. 7-3400 Fax 208 7`3449 f MASONRY I T REPORT Report t COLLEGE Physical Science Bldg. Rexburg, ID 83460 Report No., Date. # # # 0 0 # 5/21/96 File No.... Invoice No. Pro3ect..... Religion nit ie Bldg Contractor. Ormond Builders Masonry,...... Mickelson & Sons Structure*. Chapel Wails & Classroom Location... GL Int. Point A'/7-.3 to A/7.3 to A/7. MATERIALS DATA Reported MORTART Mie Noe s.*4b Cement Limes. Cement Type, Admixtures-., Req . c7go) Tct l Date Spec mix ASTM C270 Type S ASTM C150 Type I --II n/r (lbs 1800 @ zs days GROUT (ASTM 01019) 14x No. @a&e. 516 Cement Type. 42RC9S Class Admixtures.... Polyheed 997 Supplier. * * # Walters Rudy Truck N.### 43 Ticket No..e 13985 BLOCK(ASTM Type........ ASTM C90-93 Type I Requi-red strength, ps Manufacturer. Buchner block Lot Number., N/A Req Stri*.* 3750 FIELD TEST DATA Reported Prisms Fabricated by: Mi t i o Test Method; (UBC - Date Jointed . s # . . a f a 5/ 14/9 6 (ASTM E447) Time Jointed......... 1:00 PM Bond Method X Stack Numb RAir Temp OF.* 60 unning �. Tie � . 11 Mortar, OF: 60 Date Grouted........ 5/16/96 Grout 0 0 Time Grouted... 12:00 ppm 62 Date Received, in laboratory..,,, 5/18/96 Sample ... Prism TD 602 0 602 LABORATORY TEST DATA 90239 (UBC 24-26 OR ASTM E447 AS INFIELD Prism DimensLons (inches) L 12.38 15.25 763 D r ip� ion of Failure Prism ID Failure -Sec Tct l Date Age COMP Area Load Tested Tested. Str (sq -in) (lbs (psi) 94,636 306860 5/23/96 7' 3250 0000 6/13/96 28 0 HLID Required strength, psi 28 .# . . . 2500 Avg Compressive Strength psis . eviewed'--by, 0100, IDAHO WASHINGTON O R ESIN WYC)MJN'G 6 NIONTANA 11i n UTAH # NEVADA Area Manager PM a i GEOTECHNICAL �NGJNEERING & MATERIALS TESTING 4460 Kings Way , Chubbuck, I dahc) 83202 208 237-3400 / Fax 208 237-3.49 Report to,, RICKS COLLEGE Physical Science Bldg, Rexburg, ID $3450 Report No., Date....... Pale ,,..* Invoice 7 5/21/96 960149 Project.... Reli on: & HumanitiesBldg Contractor. Ormond Builders Masonry.... Mickelson & Sons Structure.. Chapel Walls & Classroom Location... GL It . Point f/7.3 to A/7.3 to A/7. MATERIALS DAT Reported MORTAR (ASTM ' FIELD T T DATA GROUT (ASTM 01019) Mix Nolk Spec mix Mix 516 Cement/Lime. ASTM 0270 Type S Cement Type. 42RC95 Clays 40 Cement Type, ASTM C150 Type I-II Admixtures l heed 997 - Admixtures. n r i#000 PM sup-plier,. Walters Ready Mi Req Str psi. 1800 @ 28 daysTrue * . .43 unninqto-+� Ticket No. 13985 BLOCKit 5trength, psi ' . ASTM C90-93 Type 1 28 day. 4000 Manufacturer. Buehner block Lot Number., N/A Req Str PSI -015 3750 Sample N,.-, 960271 Prism Prism ie ions X -Sec Total ID (Inches) Area Load L H (lbs) 960271A 15.63 15.63 5.63 87.89 121500 960271B 0.00 960.2710 Description of Failure Prism ID Failure Reviewed Date Age COMP Tested Tested Str (days) 5/23/96 7 1380 6/13/96 28 0 HOLD Required strength 28 day...*. 2500 Avg Compressive Strength 28 is vttumu f z - a manager DAHO o WASHINGTON* OREGON *WYOMING a MONTANA -a UTAH & NEVADA FIELD T T DATA Reported Prisms Fabricated # Mickelson Test Method: UBC 4- Date Jointed..,,..... 5/14/96 (ASTM T l int . . ..# f . # # i#000 PM Bond Method,. X Stack Number of Joints. 00� i unninqto-+� it 1/4 r '* Grouted ;A4#4%.e 5/16/96 Mortar, 0 F 60 Time Grouted.... 12 00 Pm Grout Date Received in laboratory.,.... 5/18/96 LABORATORY TEST DATA (UBC 24-26 OR ASTM E447 AS IN FIELDDATA) Sample N,.-, 960271 Prism Prism ie ions X -Sec Total ID (Inches) Area Load L H (lbs) 960271A 15.63 15.63 5.63 87.89 121500 960271B 0.00 960.2710 Description of Failure Prism ID Failure Reviewed Date Age COMP Tested Tested Str (days) 5/23/96 7 1380 6/13/96 28 0 HOLD Required strength 28 day...*. 2500 Avg Compressive Strength 28 is vttumu f z - a manager DAHO o WASHINGTON* OREGON *WYOMING a MONTANA -a UTAH & NEVADA s � i:R GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 K'Mgs VVay , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 MASONRY PRISM' SPORT Report RICKS COLLEGE Physical fence E31dg.. ate ..,-,,,9V 5/21/96 Rexburg, 183460 Films . .10. P96006 Projectv&*e Religion & Humanities Bldg. Invoice No. 3-960142 Contractor. Osmond Builders Masonry.., # , Mickel son & Sons Structure., Chapel Walls & Classroom Locat ion # 4 L Tn� _ Pri i n+- AT/7 I+.A/7 n 4�_ -A /-7 n MEI S DATA Reported MORTAR T GROUT Thi C1019) 1408 s*** Spec x,i X Mj-x. woos 516 Cement/Lime. ASTM 0270 Type S. Cement Type. Cement Type. ASTM C150 Type 1-I1 Admixtures*. Polyheed Admixtures., n/r SUPP v , . Walters Ready Mix Req str psi* 1800 @ 28 days Truck No...* 43 BLOCK (ASTM C140) T_icket No... 13985 Type........ ASTM C90-93 Type I Required strength, psi Manufacturer. Buehner block Lot Number*# N/A Req Str ps2L., 3750 FIELD T T DATA Reported by: BM Prisms Fabricated by* Mickelson Test Method: UBC24-26) 0 X (ASTM E447) Date Jointed...,...... 5/14/96 Bond Method: X Stack Time Jo ..* 10.00 P Running Number of Joints.,,,,, I Air Temp OF: 60 Joint Thickness, i. 1/4.11 Mortar, IF: 60 Time Grouted..,,,,,, 12-600 pm Date Grouted,.,.,,.,,,, 5/16/96 Grout, 'F: 62,W, Date a-. j_n laboratory.... 5/18/96 LABORATORY TEST DATA Sample No...9 l (UBC 24-26 OR ASTM E447 AS IN FIELD Prism 1 96-0271A 1B 9602710 Prism D ions (inches) 15.63 15*63 5.63 1# 15-50 5.63 Description of Failure Prism ID Failure X -Sec Area (sq in) 87.89 87.b 89 Total Load (lbs) 121500 300 Rei' i ewe d by IDAHO -P WASHINGTON OREGON VVYOMMG * MONTANA Date Tested 5/23/96 6/13/96 HOLD .Age Comp Tested qtr as (psi) 1380 28 3670 Required strength, psi 28 day., ... 2500 Avg Compressive Strength ^^ 11 William_J. Nenno, 0 UTAH a NEVADA Area Manager i GEOTECHNICAL ENGINEERING & MATERI'ALS TESTING 4460 Kings Way#3, Chijbbunk, Idaho 83202 2198 -3400 Fax 208 -344 MASONRY PRISM TEST REPORT Report to: RICKS COLLEGE Report No.. 8 Physical Science Bldg. Date.. 5/.21/96 Rexburg, 83460 File No. P96006 Project.... Relicjion & Humanities Contractor. Ormond Builders Masonry.... Mickelson & Sons Structure.. Chapel Walls & Classroom Location..... GL Int. Point 1- t . MORTAR(ASTM Mix No* *** Cement/Lime. Cement Type, Admixtures.,. Req Str psi,, C78Q) Spec ASTM ASTM nIr 1800 mix 0270 MATERI S DATA ReportedIs GROUT ASTM C101 9) Mix Type S Cement Type. 42RC95 Class Type I-II Admixtures.. Polyheed 997 days I ie . 0 . Walters Ready Truck �*** 4 Ticket No.,w 1 ei MSX 42 RC 95 BLOCK(ASTMC140)i T - strength, psi ype N 28 day& 4000 Manufacturer. Buchner block Lot Number,.. N/A Req Stri e . 3750 -a_"` r�__��_�+�-_�`�®_ iP__�:i�+IRl �i��1R,p�..W_�K,..�i__:++was-�-.w.��__�Y_�.�.F�ai. �.a�.17Y•�F�_.�.�4�_.�F-FR �._ FIELDTESD DATA Reported by; BM Prisms Fabric ated, by: Mickelson Test Method'. (UBC 24-26) Date Jointed........ .5/14/96 X T 4 Time Jointed....... Bond Method: X Stack Number of Joints.... IAir Temp IF* 60 Running Joint Thickness, in. 1/4-11 Mortar, F: 60 Time Grouted Date rou .. 5/16/96 Grout, OF: 62 0009*60-P 12:00 Pm Dateive d ' F �r'�yJ; 8/96 �f _ s #T6 ii- _ _. ._: aK-: �, s �� _ �+4 +f• IR�r �F its _ '.- _ .cry i i.� i laboratory.... 1 LABORATORY TEST DATA Sample No... 9 6 0 2" 72 (UBC 24-26 OR ASTM E447 AS IN FIELD DATA) Prism Prism Dimensions X -Sec Total Date Age Comp ID (inches) Area Load Tested Tested Str days 1# 15-25 7.63 119.14 301000 S/2-3/96 7 2530 960272B 15-w63 15,63 119-14 38896/13/96 28 OF", e%. 960272C ou HOLD Description of Failure Required strength, psi Avg CompressiveStrength 28 da Sole Reviewed - I Arezi'Manager- IDAHO WASHINGTON OREGON WYOMING MONT NA UTAH NEVADA i GEOTECHNICAL ENGINEERiNG 3 MATERIALS TESTING 4460 Kings lq%lay :413t hu tuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 MASONRY PRISM TEST REPORT Report to: RICKS COLLEGE Physical Science Sldg, Rexburg, I€] 83460 Report& a Date"...#.. File .... Invoice 8 5/21/96 P96006 - Pr t..... Religion .. Lt Bldg. Contractor. Ormond Builders Masonry**.. Mickelson & Boas Structure., Chapel walls & Classroom Location. L Int. Point ' t . MATERIALS DATA Reported MORTAR Tri Total Date FIELD TEST DATA GROUT TC1019) Area Mix No. r ■ Spec mix Mj_x No. S • o * 1 Cement/Lime. T! C270 Type S Cement Type. 42RC95 Class Cement Type. ASTM C150 Type, I-II Admixtures. 0 Polyheed 997 - 42 RC 95 Admixtures., n/r Stack supplier 0 Walters Ready M.LX Req Str psi* 1800 @ 28 days Truck No.... 43 Air Temp OF: 60 P 5/16/96 BLOCK ( C1.40) Required strengthr PSi Type........ ASTM C'90-93 Type 1 28 day.... 4000 Gradee6soww. Manu f act.urer Buchner block Lot Number.. A Req Sir i0% 3750 Prism Pism Dimensions ID (inches) L H w 960272A 15.63 15-25 96-0272B 9602720 Description of Failure D Failure X -Sec Total Date FIELD TEST DATA pomp Area Reported Tested i Fahr �ated by.* Mickelson ) T e s Mei hod i U - 301000 5/23/96 1 4/96 2530 (ASTM2447 e 1:00 P 40 Bond Method., X Stack Number of Joints.... 1 Required strength, psi Running Joint Thickness, in. 1/4" Air Temp OF: 60 Date Grouted........ 5/16/96 Mortar, 'F: 60 a eOO pm Date Received in laboratory.... 5/18/96 LABORATORY TEST DATA (UBC 24-26 OR ASTM E447 AS IN FIELD DATA) Sample No,*, 960272 Prism Pism Dimensions ID (inches) L H w 960272A 15.63 15-25 96-0272B 9602720 Description of Failure D Failure X -Sec Total Date Age pomp Area Load Tested Tested Str (sq i ) i 119;14 301000 5/23/96 7 2530 6/13/96 28 0 HOLD Required strength, psi 28 day..... Avg Compressive Strength 2 SLd.� psi Reviewed ICIAHO e WASHINGTON F OAEGON * WYOMING * MONTANA a UTAH * NEVADA Area Manager i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4450 0gs Way , hubbu k. Idaho 83202 208 237-3400 Fax 208 237-3449 40 D"i 115oa Report to; RICKS COLLEGE Physical Science Bldg. Rexburg ID 5346 Project.... Reli i a ni Bldg. Contractor. Ormond Builders Masonry.... Mickelson & Sons Structure*& Classroom Walls Location... GL 7.0 to 8.0 on GL 0.0 MATE I L DATA Reported ; MORTAR(ASTM T *990 Cement/L2".me. Ce-ment Type. Admixtures.. Req Str psi. c78o) Spec mix ASTM C270 ASTM 0154 n/r 1800 @ Type S Type I --II 28 days Report No.., Date*60*014 6/14/96 File NoO944 Invoice No. 3-960166 'ROUT (ASTM 01019) Mix 516 Cement Type 42RC95 glass Admixtures* * l 997 i-er## Walters Ready Truck Ticket # # S 14452 LK T 1 strength,i. Type*#O###aa ASTM C90-93 Type 1 28 day...* 4000 Grade....** Manufacturer., u hoer block Lot Number.. N/A Req S r psi.. 3750 FIELD TEST DATA RC 95 Reported by, BM 'r' r_ at by: Mickelson Test Method: X (UBC 24-26) Date Jointed........ 6/4/96 (ASTM ') Tim i 19*00 PM Bond Method: X StackNumber of Joints.... Runn_t'ng Jo* _nt ThA.-ckness, in. 3/811 Ai -r Temp IF: 60 Date # • , * • 6/5/96 Mortar, OF* 64 Time Grouted......... 9:15 AM Date Recei-ved in laboratory.... 6/7/96 LABORATORY TEST DATA (UBC 24-26 OR ASr_PP#M E447 AS IN FIELD DATA) Sample No... 960308 Prism Prism Dimensionsd. ID inches L 7.75 15-63 7.63 960308E 9603080 Description of Failure Prisms ID Failure X -Sec Total Area Load (-sq ' (lbo) 59e09 103180 0600 Reviewed DAH - WASHINGTON . OREGON • WYOMING -P MONTANA Date Age Comp Tested Tested Str (days)C 6/12/96 7 1750 7/3/96 28 0 HOLD Requl'red strength, psi 28 day..... 2500 Avg Compressive Strength William J. ., 0 UTAH -a NEVADA Area. Man ager GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings 'Nay , Chubbuck, Idaho 83202 208 237-x3400 / Fax 208 237-3449 Report RICKS COLLEGE Report No.. 10 Physical Sc ivence Bldg.Date.-,,,,, 8/6/96 Rexburg, ID 83460 File N000wa P96006 Contractor. rm Builders Masonry..4, Mickelson & Sons Structure..* Chapel walls Location... GL 8.7 to 9.15L 1.5 MATERI S DATA Reported by0 MORTAR (ASTM X780) GROUT (ASTMC1019) . Mix No. Spec m iX Mi -x No.. 4 # -W t 516 Cement L i& ASTM 0270 Type S Cement Type. Type I & I Cement Type} ASTM C150Type I -Il Admixtures., - Polyheed 997 42 RC 95 Aam.ir.. r SU Ready Mix Reqlir.��*Walters Str �t Truck Noe#*v 23 Ticket ... 16081 BLOCK (ASTM Cl40) Required strength,i Tv-oe ASTM C90-93 Type I 28 day.... 4000 Grade..,,,,,, Manufacturer. Buchner block Lot Number.; N/A Req Str psi*.,, 3750 FIELD TEST DATA Repor wedPrismsFabricated M Gary Wilde 'fest Met (UBC 24_26) Date Jointed........ 7/24/96 (ASTM Time Jointed.... * 9 # 0 PM Bond Method: X Stack Number Running 1 .1 Air Temp OF.6 70 Jo - * nt Thickness,, in. 3/811 .#. 7/29/96 Mortar, 0 F 68 Grouted..... . o o 10*030 AM Grout, Date Received R. in laboratory... 7/31/96 LABORATORY TEST DATA (UBC 24-26 OR ASTM E44.7 AS IN -D DTA I Sample No... 96050 Prism Prism Dimensions X -Sec Total Dates Age Comp ID (inches) Area Load Tested Tested Str L H W (s,q (Ibs) 960S0 Iii+ff�7�� 7.63 15-25 _ ._ 1 2-29108 8/5/96 7 2260 9605018 7.63 15-00 . 0 147940 Fj{f J 6 28 2500 HOLD Required strength,ps]L 28 day*690. 2500 Avg Compressive Strength 28 .je 500 Reviewed y �- r , T_ �� Nenno, Area Manager 1 D HO -@ WASHINGTM * OREGON . WYOMIMG -b MONTANA & UTAH * NEVADA i GEOTECHNICAL ENGJNEERANG & MATERIALS TESTING 4460 Kings Way .� , Chubbuok, Idaho 83202 208 237-3400 / Fax 208 237-344 MASONRY PRISM TEST T REPORT Report t, RICKS COLLEGE Physical Science Bldg. Rexburg, 183460 Report o.& 1 D.*.#... 7/1/96 File o W # . . 6006 �IV # - Project..... . Rel'n & HumanitiesBldg. Contractor. Ormond Builders Masonry.... Mickelson & Sons Structure.. Broom Walls Location,va GL 3.0 to 6.6 on GL 0-0* 2nd leve MATERIALS DATA Reported MORTAR (ASTM ) GROUT ASTM 0101.9 Mix No # 60## Spec mix Mix No. ;tee 5-16 Cement/Lime. ASTM C270 Type S Cement Type. T Cement Type, ASTM C150 Type I-II Admixtures. .0 Polyheed 997 - 42 RC 95 mixtures.0 n/r Supplier.... Walters Ready Req Str psi. 1800 @ 28 days Truck No *sp*.0 27 BLOCK (ASTM C140) Tit No.. * 14966 Required st ri t h psi Type4**V*wV0 ASTM 090 Type 1 28 day, 4000 Grade,....... Manufacturer, Buchner block Lot Number,., N/A Req Str psi,,, 3750 FIELD TEST DATA Repor+-ed by4pBM PrismsFrI-t : Mickelson Test Method. X (UBC - Date Jointed. (ASTM ) Time Jointed........1101-00 PM Bond Method* X Stick Num Rug Joint Ti . 71 � Tri O � -Ort r meted...#.... 6/21/96 Mortar, Time Grout Grout., OF 70 Date Received In laboratory.... LABORATORY TEST DATA ( Bc 24-216 OR ASTIM E447 AS 1N FTETDr Sample No.... 960398 Prism Prism DimensiLons X -Sec Tot 1 Date Age comp I inches Area Load Tested Tested Str L ire)(lbs) (days) (psi 960398A 7.63 15*50 7975 59 09 919,820 6/28/96 7 1690 7w63 15o507*63 58-m14148260 7/19/96 28 2550 603980 7463 15a13 7.63 584 1 1S0280 7/29/96 38 2580 Required strength 28 day i * . v # 2500 Avg Compressive Strength 23 day, 2 5 50 IDAHO a WASHINGTON e OREGON Reviewed WYOMING MONTANA UTAH NEVADA Nenn6, Area Manager r� GEOTECHNICAL ENGfNEERING & MATERIALS TESTING 4460 Kiags Way , Chubbuck, Idaho 83202 208 237-3400 / Fax 208 7-3449 MASONRY PRISM TEST REPORT Report to: RIGKS COLLEGE Physical Science Bldg. Rexburg, ID 83460 Report N o # 11. Date........ 8/6/96 File 1490 P96006 T n � -c)rn-JAQ ProDect.... Religi-on & Humanities Bldg., Contractor, Ormond Builders Masonry...VV Mickelson & sons Structure.. 2nd level classroom walls Location... L L-0 to M.0 on GL 11* MATERI S DATA Reported r i ion (ASTM C1 1 j— * ib.-** Spec mix i i � Now i i i- f 516 Cement/Lime.ASTM C270 Type S Cement (lbs) Cement Type. ASTM C150Type I-I dmi t Pof heed 997 - 42 RC95 Admixtures..,, n/r Supplier + . ; Welters Ready Mix Req Str psi. 1800 @ 28 daysTruck 25 Ticket 16244 BLOCK (ASTM 0140) Required strength, psi Type......... ASTM C90-93 Type 1 28 day.... 4000 Grade.,,,..,..,,,, T Manufacturer. Suehner block Lot Number., N/A Req tr psi., 3750 FIELD TEST DATA ReportedPrismsit by; Mickelson Test Method X UBC - Date Jointed. (ASTM E447) r��y'J Time . f * I! i i * # �.F P Bond Method* X Stack Number 0 f Joints.... 2Air Mortar, 'F: 70 Date Grouted......ii 8/2/96 in laboratory.... 8/4/96 11w - LABORATORY TEST DATA Sample No**# 960508 (UBC 24-26 OR ASTM E447 AS IN FIELD STA Prism i ion X -Sec Total I i Area Load L ire) (lbs) 11-63 1.00 7e88o64 167420 9GO508B 11.50 7,50 86.25 216760 Reviewed Date Age Cornp Tested Tested Str (days) (psi-) 8/9/96 7 1890 8/30/96 28 2510 SOLD Required strength, psi 23 day..... 2500 Avg Compressive t rt. 28 da i �1 William AreaManager IDAHO WASHINGTON OREGON WYOMING MONTANA * UTAH * NE i GEOTECHNICAL ENGINEERING & MATEWALS TESTING 4460 Kings Way#3, Chibbuck, Idaho 83202 208 7-3400 1 Fax 20B 237-3449 MASONRY PRISM T REPORT Report to: RICKS COLLEGE Physical Science Bldg. Rexburg, ID 83460 Report No... 11 Dates . ,.. * . . . 8/6/96 File , # * i Project..... Religion & Humanities Contractor. Oritond Builders Masonry.... Mickelson & Son StructureO. 2nd level classroom Walls Location.,., L.0 to M.0 on GL 119 MATERIALS DATA Reported MORTAR (ASTM GROUT (ASTM C1019) Mix * 60*V Spec Mix MiXNOV &.ge 516 Cement/Lime. ASTM C270 Type S Cement Type. Type Cement Type. r ASTM 0150 Type Admix. tures Polyheed 997 - 42 RC 95 #e�y'+y' rte+ �i L �. , +ice- i ,f n l i i i i . lters Ready Mix Req Str psi, 1800 @ 28 "Tru N . . . Tit No. 16244 BLOCS(ASTMfired strength, psi Type........ ASTM C90-93 Type 1 28 day....,,, 4000 Manufacturer. Buehner block LotN/A Req Stn psi.,, 3750 FIELD TEST DATA Reported.Prisms Fabricate. by: Mickelson Test Method X UBC - Jointed. . . . . # * . . 8/1/96 (ASTM E447) TimJointed........ 12:00 PM Bond Method .& X Stack Number of Joints RunningJoint Thickness, in. # Air Tem -o O ew 81 Date Grouted. � � � � � 8/2/96 Mortar,� �' � Time Grout, 'F w 74 Date Received in laboratory..9, 8/4/96 Sample . IL T LABORATORY TEST DATA (UBC 24-26 OR ASTM E447 AS IN FIELD DATA) Prism DimensionsX-Sec Total Date Age Comp (inches) Area Load Tested Tested Str L H w (sq i) (lbs) (days) 11*63 16.00 6 167420 8/9/96 7 1890 0000 8/30/96 28 0 HOLD Required strength, psi 28 day#*-;* 2500 Avg Compressive Strength 28 d Bedewed # illiam J. Nenno, Area Mnager IDAHO WASHINGTON OREGON f N MONTANA* TAH *NEVADA i GEOTECHNICAL ENGNEFERING & MATERIALS TE -STING 4460 Ki n g s Way , h-ubbucK I d A o B3 202 208 237-3400 Fax 208 237-3449 MASONRY PRISM TEST PORT RICKSReport too, COLLEGE Report No., 12 Physical Science Bldg. Date. . 0 * * 0 M 8/6/96 Rexburg{ ID 83460 File . . . . P96006 Project.... Religion & Humanities Bldg. Invoice No. 3-960249 Contractor. Ormond Builders Masonry..... Mj_ckelson & sons ruin ,,; 2nd classroom walls Location.... f rom GL L. 0 to M. 0 on GL11. 0 MATERIALS DATA Reported MORTAR (ASTM 0780) GROUT (ASTM 01019 Mix ! * f w t Spec mix Mix No. . f * it 516 Cement/Lime, ASTM 0270 Type S Cement Type. Type I Cement Type. ASTM 0150 Type I,11 Admixtures., - Pl heed 997 42 RC 95 Admi M . n/r Supplier.. .. Walters Ready Mix Req Str psi, .1800 @ 28 days Truck No # 25 ]L , . . 16244 3LOCK (.ASTM C140) Required strength, psi T.*00000* ASTM C90-93 Type 1 28 day,.#* 4000 Grade*O.,..,, Manufacturer. Buchner block Lot Number.9 N/A Req Str psi,, 3750 FIELD TEST DATA Reported by* BM L. Prisms Fr is stud Gary Wilde Test Method. X UBC - Date Jointed....... (ASTM Time iz12: 00 PM Bond Method. Number of Joint Air Temp OF: 81 Runni'ng Joint Thickness, in. '3/811 Mortar, DFIR 70 .�..#.. 8/2/96 Time Grouted.60,, 9:00 AM Grout, F 74 Date RjEaceived in laboratory.... 8/4/96 LABORATORY TEST DATA UBC 24-26 OR ASTM E447 AS IN FIELD DATA mple Noe* @ 960509 Prism Prism Dimensions -Sec Total I inches Load L H W (sq ire) (lbs) 960509A 9.5615-88 7-s63 20442 960509B 9.50 16oOO 7463 222840 9605090 Reviewed *e Date Age Comp Tested Tested Str (days) (Psi) 8/9/96 7 2800 8/30/96 28 3080 HOLD Reqiiired strength, psi 28 day & s . 4 0 500 Avg Compressive Strength 28 day Wil -Lam J* Nenno, Area Manager IDAHO 0 WASHINGTON i OREGON -0 WYOMING r MONTANA o UTAH e NEVADA r� GEOTECHNICAL ENGMEEPING &MATERIALSTESTING 4460 Kl-ngs Way tubbuck,1d ho 83202 208 237-3400 / Fax 208 2373449 Report too, oat ,,. , . Contractor. Masonry..... t4 4 Location. MASONRY PRISM TEST REPORT RACKS COLLEGE Physical Science Bidg. Rexburg, ID 83460 Religion Humanities Ormond Builders Mickelson & sons 2nd classroom walls from GL L.0 to M.0 o MATERIALS DATA Reported by: Report No., Date* * ..... File Not.@. i No. 12 glsl96 P96Q06 3-90249 MORTAR (ASTM GROUT ASTM C1019) Mix No.. Spec mix M�. No. .*D. 516 Cement/La".Cement/La".me.. ASTMType S Cement Cement Type, ASTM 0150 Type I-Ij Admixtures,,,. Pl heed 997 - 42 RC 95 Admixtures., 1- Walters Read y Mix Req str psi, 1800 @ 28 days Truck N ,..,, , 25 Ticket No... BLOCK (ASTM C140) iced strength, gip . # .. ,, q , , ASTM C90-93 Type 1: 28 day.... 4000 Grade....... N Manufacturer.. Buchner block Lot Number., N/A Req Str psjffi-.J3750 _ _ moi• i �r � �f � _ :.�! _ � +'�! .� _ # iii �� : moi• s _ '� !�. d� _ �F �i _ _ ti# _ _ �i� - - • .f• '� � 'moi i! � : "# #� �i iB � # �i � �T. �iF _ s i'!i' � _ T. •'AS � _. � +7f .�� i _ �..� -i .1i _ _ -� � _ a �4i a _ # FIELD TEST DATA Reported by,. 13M Prisms Fabricated by& BM/ Gary Wilde Test Met hod ,4 X (UBC 24-26) 1 (ASTM E447) Date Joirited.....,,,, 8/1/96 Bond Method.* A btack Time Jointed........ X2.00 pm Air Temp OF: 81 Jo-�4-nt mss , in. 3/81, Mortar, OF** 70 Date Grouted........ 8/2/96 Grout, OF: 74 Time Grouted..,,,,,,, AM Date Received 1-n laboratory.... 8/4/9 LABORATORY TEST DATA (UBC 24-26 OR ASTM E447 JAS IN FIELD DATA Sample No,.,-, Dimenslons X -Sec Total Date Age Corup (inches) Area Load Tested Tested Str L i (lbs) 9.56 15x88 7663 *1 204420 8/9/96 7 2800 960509B 0.600 8/30/96 28 960509c HOLD 0 Required strength , psi 28 day..*.. 2500 Avg Compressive strength 28 ,: Reviewed by: i Siam IDAHO WASHINGTON OREGON WYOMING 10ONTANA UTAH NEVA i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 KingS, Way , Chubbuck, Idaho 83202 208 237-3400 J Fax 208 237-3449 MASONRY PRISM TEST REPORT Report to: RICKS COLLEGE Physical Science slag. Rexburg, ID 8345Q Report �,, 1 Date. . a 0 4 0 a 8/6/96 ILl .... P96006 Pro F t . # .. invoice 3-960249 l i ion Human J l . Contractor, Ormond Builders Masonry.... Mickelson & Sons Structure... 2nd classroom walls L io . &,. from GL L-0 to m.0 on GL 11aO MAI S DATA Reported b MORTAR (ASTM 0780) BOUT (ASTM 01019) . NOW 40** Spec ml I Ix Mix No. #t#. 516 Cement/Lime. ASTM C270 Type S Cement Type. Type I & II Cement Type, ASTM C150 Type I-Ij Admixtures., Polyheed 997 42 RC 95 Admixtures., n/r Supplier.... Walters Ready Mix Req Sir ps.jo 1800 @ 28 days BLOCK (ASTM C140) Ticket No*.. 16244 Type*"00*0040 ASTM C90-93 Type T Required strength, psi N 28 moo, 4000 Manufacturer. Buchner block L t Number... N/A Req Str psi3750 FIELD TEST DATA Reported by: BM Prisms Fabricate d b yve BM/ Gary Wilde Test Method,-, X (UBC 24-26) Date Jointed........ 8/-1/96 Bond Method:(ASTM E447) Time Jointedeo*6.... m 4 6tack Number Joints..*. Air Tem OF: 81 Running Joint Thickness, in. 3/8" Mortar,4O .. Grout, OF 74 Date Received 9:00 AM 70 Time Grouted...,,,.,,,, 3/2/96 laboratory...... 4 /96 LABORATORYTEST DATA P Sample No 960510 (U3C 24-26, OR ASTM E447 AS IN FIELD DATA) Prism PriSM Dimensions I (Inches) L H W 1 .103 960510C 7.63 7.63 X -pec Area (sq in) 57.19 57.19 Foal Lac albs) .1 000 155420 WYOMING Date Tested 8/9/96 8/30/96 HOLD Age Comp Tested Str (days) (psi) 7 2130 28 2720 Required strength .Avg 28 .a ,....* . 2 500 Compressive Strength 28 � Psi: 2720. _L Gill Lj t 4b MONTANA 6 UTAH * NEVADA Area Manager i GEOTECHNICAL EI i E�Rt &MATERIAL,$ TESTING 4460 I(ings Way #3, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 MASONRY T REPORT Report too RTCKS COLLEGE Physica.1 Science Bldg. Rexburg, ID 83460 Pro 3 t ... Contractor. Masonry. .structure.. Religion & Humanities Ormond Builders MiLckelson & Son 2nd classroom walls MATERIALS DATA -Dort . Report Noi., ..*,„,,* File No.... Invoke NoO MORTAR (ASTM 0780)GROUT MIX No,. spec Mix Mix Nois 9400 516 Cement/Lime. ASTM C270 Type S Cement Type. Type I & Ii Cement Type. ASTM C150 Type I - j j Admixtures Admixtures,* n/r Suppli".er. . Walters Ready M' Req s r psi, 1800 @ 28 days Truck No,.,,,.. 'packet No. 16244 BLOCK (ASTM C140) d ed strength, psi Manufacturer . sr block Lot Number., Req Str psi., 3750 �_� -��_,- - - � � � � - - -."* '.& - --” -4- FIELD TEST DATA 13 8/6/96 P96QO6 3--960249 Reported by.. BM Prisms Fabr'icated hyb. BM/ Gary Wilde Test Method: X (UBC 24-26) Date Jointed........ 8/1/96 (ASTM E447) Time Jointed......... 12&00 PM Bond Method. X Stack Number of Joints.... Running Joint Thickness,in, 1, Date Grouted#*,...,,, 8/2/96 Grout OFM 7 'i r ted S. . 9:00 .M Date Received 1"W.�__ _�:__ i n laboratory,*,, 8/4/96 LABORATORY TEST DATA Sample No... 960510 (UBC 24-26 OR ASTM E447 AS IN FIELD DATA) Pri SM PrismDimensions -sec Total ID (iriches) Area Load Tested Tested P L (lbs) Str(days) (psi) 7o63 1* 7*0 57.19 122000 8/9/96 7 2130 96,0510B 0.00 8/30/96 28 0 960510C HOLD Required strength, psi 28 day..... 2500 Avg Compressive Strength 28 da psi: Rev i - ed by W2,111.am Nenno,,Area M-a-nager IDAHO VVASHJNGTONOREGON % WYOMING MONTANA UTAH * NEVADA GEOTECHNICAL EN I EERI ATERI L TE:STJNG 4460 Kings `a , Chubbuckr Idaho 83202 208 237-3400 Fax 208 237-3449 Report t : RICKS COLLEGE Phys it Science Bldg Rexburg, ID 83460 Report No.... 1 Date........ 8/6/96 Fide No ##*0 P96006 i -� ' Project..... Reli i Humanities l Contractor. Ormond Builders Masonry.... Mickelson & Sons Structure... 2nd classroom walls Location.*. from GL L-0 to M-0 on GL 11*0 —_ TSF �__� SIF—__' ___.�� , ti—_ 7 � f---.s,—�_—__—a�� _i. �imfi --_ --- R_ MATERIALS DATA Reported MORTAR .ASTM 7 GROUT .STMC1019) Mix NOW UW919 Spec mix. �x No. . i 0 q@ 5116 Cement/Lime., Type S Cement. Cement Type, ASTM 0150 Type I-II Admixtures .-W Polyheed 997' Admixtures.. /r Walters Ready Mix Req Str psig 1800 @ 28 days Truck No..... BLOCK (ASTM C140) Ticket No... 16244 Type.**.,,,*, ASTM C90-93 Type I Required strength, psi N 28 .. 4000 Manufacturer. Buchner block Lot Number., Req Str psi.. 3750 FIELD TEST DATA Reported by: BM Prisms Fabricated by: BM/ Gary Wilde Test Method-, X (UBC 24-26) Date Jointed.-.*.,,.,,, 8/1/96 Bond Methcd: (ASTM E447) Time .* 12:00 PM Stack �1rof 1_t * 0 0 0 Running _r I .Air Temp OF: 81 Thickness, _Ln. 3/81, Date Grouted........ 8/2/96 Mortar, 'F: T Grout, OF's 74 Date Received in laboratory,.... 8/4/96 LABORATORY TEST DATA (UBC 24-26, R ASTM E447 AS TM PTPTn amp -1Noe,... Prism I 960511 PriSM Dimensions X -.Sec Total Date Age comp (inches) Area Load Tested L H W (Sq in) (lbs) (days) (Psi) 15.63 15.,,75 5.38 83.98 288940 7 3440 13#50 15.50 5.50 74.25 298920 8/30/96 2.8 4030 HOLD Required strength, psi 28 da.66i6 2500 Avg Compressive Strength 28 da IDAHO -6 WASHINGTON - OREGON e Reviewed y: I, l i a. J* Nenno, WYOMING MONTANA UTAH NEVADA Area Mager l 0 0 4460 Kings Way rChubbuck-Aaho 83202 208 237-3400 / Fax 208 237-3449 MASONRY PRISM TES's SPORT Report RICKS COLLEGE P al Science Bldg. Rexburg, 183460 Project,,,,, Religion & HumanitiesBldg., Contractor. Ormond. Builders masonry -of * 4 Mickelson & Sons Stricture*, 2nd classroom walls Location... from GL L*O to M.0 on GL 11.0 MATERIALS DATA Reported Repot ... FILle No.w.. Invoice No. 14 8/x/96 P9C005 3--95Q249 MORTAR (ASTM 0780) BM GROUP ASTM 01019 Mix * a . 0 a Spec mix Mix No. a* as 516 Cement/Lime. T Type S Cement Type. Type I & I Cement Type. ASTM C150 Type I-II Admixture .L . Polyheed 997 - 42 RC 95 Admixtures . # of Joints.... Supplier. * 0 # Walters Ready Mix. Req Str psi. 1800 @ 28 days Truck No. *1P * I..i Grouted. .f#*a* Ti No.* -0 16244 BLOCK ASTM C140) Required strength, Type'v90*&**e .ASTM 090_93 Type 1 28 .day.,.. 4000 Grade....... Manufacturer. Buchner block Lot Number.. N/A Req Str psi., 3750 FIELD TEST DATA Reported y BM Fri Fabricated b: B Gary Wilde Test Method. X (UBC 24-26) Date Jointed........ 8/1/96 Bond Method. (ASTM 44 X Stack Time Jointed* . 0 w # -P & f x2:00 PM Number of Joints.... Air Temp O F 1 Runn.Lng Joint Thickness., in,, 3 /8 ' Mortar, * I..i Grouted. .f#*a* 8/2/96 F 7} { Time Grouted # i i # i s 0 AM Date Received in laboratory.... 8/4/96 LABORATORY TEST DATA (UBC 24-26 OR ASTM E447 AS IN Sample ... 960511 Prism Prism rm ions ID (inches) L H 15*63 15.755*38 11B 1 -Sec Total Area Load (Sq gin)(Ibs) 83.98 288940 V 00 FIELD DATA) Reviewed bay Date AgeComp Tested Tested Str (days) 2.(PSO 8/9/96 7 3440 8/30/96 28 0 HOLD Required t 28 day..... 2500 Avg Compressive Strength 28 day, I-.6 l l i IDAHO 0 WASHINGTON# OREGON ' WYOMING R MONTANA ' UTAH a NEVADA n rea manager i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 MASONRY PRISM TEST REPORT Report I COLLEGE Physical Science Bldg Rexburg, 123460 Report N.. Date..*.... File NoO.... invoice 1 8/6/ 9 6 -960249 Project..,.-... Religion Humanities iBldg. Contractor; Ormond Builders a.0.9 Mickelson & Boas Structure .. 2nd classroomwalls Location.... from � L.0 to L MATERIALS DATA Reported MORTAR TM 7 T C1019) Mix No. a -was Spec Mix Mix Nook . 9 0 6 516 Cement/Lime . ASTM C270 Type S Cement Type, Type I Cement Type. ASTM C150 Type I-II Admixtures . # P.le Admixtures,,.. r Supplier . IN .. Walters .y Mix Req Str psi., 1800 @ 28 days Truck N i.... 25 A Ticket N... 16244 BLOCK T C140) RequaLred strength, ps Manu factum r s Buchner block Lot Number.,,. N/A Req Str psJft..wo 3750 Prism Dimenslons inc he s L 13.56 16.00 7.63 13w5O 15;00 79.50 -Sec Area (sq in) 103-41 101-25 Total Load (lbs) 30412 370560 Rev iewed 4�y * IDAHO # WASHINGTON -6 OREGON * WYOMING - MONTANA Date Tested 8/9%6 8/3U/96 HOLD Age Tested (days) 7 2 Required strength, * 2 i f • f • Avg compressive eng 7 r P it UTAH 9 NEVADA Comp Str (psi) 2940 660 Area Manager FIELD TEST DATA Reported Prisms Fabricated Gary Wilde Test Method: X UBC24-26)Date Jointed. . * * a ■ . . 8/1/96 (ASTM E447Time Jointed......... 120*00 P Bond Method: A btack Number of Joints.... Joint Thickness, in. 11 AirRunning Date Grouted... * ..8/2/96 Mortar, OF* 70 rlime Grouted. .. AM Grout,, I: 74 Date Received in laboratory..... 8/4/9 LABORATORY TEST DATA (USC 24-26 OR ASTM E447 AS IX FIELD DATA) Sample Ncola& 960512 Prism Dimenslons inc he s L 13.56 16.00 7.63 13w5O 15;00 79.50 -Sec Area (sq in) 103-41 101-25 Total Load (lbs) 30412 370560 Rev iewed 4�y * IDAHO # WASHINGTON -6 OREGON * WYOMING - MONTANA Date Tested 8/9%6 8/3U/96 HOLD Age Tested (days) 7 2 Required strength, * 2 i f • f • Avg compressive eng 7 r P it UTAH 9 NEVADA Comp Str (psi) 2940 660 Area Manager i GEOTECHNICAL ENGJNEERING & MATERIALS TESTING 4460 K[ngs Way , Chubbuck, Idaho 83202 208 7-340 / Fax 208 237-3449 Report t Prot . . . . Contract Masonry..... Structure... .location# ,, RICKS COLLEGE Physical science Bldg. Rexburg, ID 83460 Religion & HumanitlesBldg. Ormond Builders Mickelson & Sons classroom all from GL L.0 to M.0 on GL 11* MATERTA,,ALS D. .et MORTAR (ASTM 0780) Max No. Spec mix Cement/Lime. ASTM 0270 Type Cement Type. ASTM C150Type Admixtures., n/r Req Str psi. 1800 @ 28 days Report No#a .te.vpb.*. File . , * . Invoice No. RAJ' (ASTM C1 1 Mix No. f i f# 516 Cement Type, Type I & i I -� Admixtures., Polyheed 997 - 4 Supplier . _ 4P 0 Walters Ready Mix Truck No., i & i Ticket 15 8/6/96 P96p05 3-960249 BLOCK ASTM 1 strengthr PSi TypeqbqP**06S.0 ASTM C90-93 Type I Manufacturer. Buchner block Lot Number.* N/A Req Str psi... _ _ � -� - '� �� _ _ � ilii � #!�� _ � -lii� _ _ a iii• # i iii _ � # i.i _ #^ �i � � : _ TiF �� _ � #� i� _. +aQ ti` _ _ _ # iiL _ �F � _ _ _ +Ri TF �-� : _ �� i� � _ �t •�� : _ � -r.� � r��! � � FIELD TEST DATA Reported by. BM Prisms Fabricated by: BM/ Gary Wilde Test Method: X (UBC 24-26) Date Jointed,.. *%'.0 0 -0*0 8/1/96 Bond Method: (ASTM E447) i mint . . � . i X Stack Number of Joints..... Air Temp OF: 8-1 Runni".ng Joint Thickness i�� in. Date Grouted, **# *;. 8/2/96 Grout,. 'F: 74 Date Rece-i P Time Grouted........ Am ved in laboratory.... LABORATORYTEST DATA Sample No... 9605-12 (UBC 24-26 OR ASTM E447 AS IN FIELD D T Prism Prism Dimensions X -Sec Total Date Age comp ID (inches) Area Load Tested Tested Str i (lbs) (days) 960512A 13.56 16aOO 7,63 103,41 304120 8/9/96 7' 2940 960512B 0.00 8/30/96 28 0 960512C HOLD Required strength, psi 28 day..... 2500 Avg Compressive Strength 28 da I i Reviewed Ilam J NennoArea .ria IDAHO WASHINGTON OREGON VVYOMJNG MG TAA UTAH NEVA