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Home My WebLink AboutMORTAR CYLINDER TEST REPORTS - 95-00019 - Ricks College (BYUI) - Taylor Buildingi 010t[G T QT1k 4460 Kings Way #31 Chub'Duck, Idaho 83202 208 237-3400 1 Fax 208 237-3449 MORTAR CYLINDER QST SPORT Report RICKS COLLEGE Physical Science Bldg. Rexburg,,ID 83460 Report , , . l Date..... # .4/16/96 File No i . . .i . P96006 Invoice T .. - 6008 7 Prof t* Religion & Humanities Bldg. Contractor.: Mickelson Masonry Structure: Chapel Walls Location: GLA 7. -7.# A,5 7.1.5-7-2.S; 7.1-7ew 7. Al- MATERIALS I DATA Reported by Mix No. *...Spec mix Cement/Lime-,ASTM 0260 Type Cement type -ASTM 0150 Type I-II Admixtures.;4200 Mortar t .. Method of ii. Source.Agg ...# Water Source....... Spec Mix On 1t n/r City well Required strength, psi 28 Edi 1800 �.:__��ti�___�-yam_—_ __ ��yj---—�+st____��.�a.cti.__��:___��,s�:�_ __��"r�r.�_�_�.�:fi��_ ..�..+++�+rf aw.•�_�::..—.��a�v.�—k�,�� 7 Flow, 1n...* 1r Cont Mortar T e Air Temp, n/r (ASTM n/r ASTM 65 74 FIELD 'BEST DATA C-109) C-231) Time Batched.........10:00 AM . CF represented...36 Mortar Sampled, tested Cylinder Curia ASTMC-780) Cylinders Cast ASTM C-780) Field Cures . . . . . Date Cash # 4/10/96 Temp Range, OF. .. . n/r Time 11 AM Lab curefrom: B Iwf Date . . ... , , , ,. 4/12/96 LABORATORY TEST DATA Sample ... 960179 (ASTM -780) Cylinder Cylinder Cylinder X -Sec Total Date Age Comp ID Height Diam Area Load. Tested Tested Str (inches) inches i 1(days) (psi) 960179A 2.00 2.bOO 3*143080 4/15/96 5 980 17 . 14 5060 9/96 19 1610 +17 2-m01 2*01 3.17 5800 5/8/96 28 -1830 01 2*01 2.01 3.17 6620 Specimen ID and fracture type if not conical Reviewed -by a, IDAHO AHO a WASHINGTON * OREGON * WYOMING -* MONTANA ■ UTAH *. NEVADA { Area Manager i GEOTECHNICAL EG GfISEERIISG & MATERIALS TESTING f 44M'Kirigs a hubbu Idaho 3 208 237-3400 / Fax 208 237-3449 Report RICKS COLLEGE Physical Science Rexburg, TD 83460 Bldg. Report , , , -1 a..,...i../6/96 10�_I e No..4�#. Project: Reli i Humanities Contractors mickelson Mr Structure* Chapel Walls Location: GLA- 2 - * #,A*5 7.1-5-7. B791-792; '- �wliii--lf'i._i��_ MATERINS AND MIX DATA Reported by Mix No.. . * . * Spec mix Cement/LiLme-ASTM C260 Type S Cement type.ASTM C150 Type I-II Admixtures#..4200 Flow, ... Air Cont, Mortar Temp Air T,O Mortar . uli r 'O. . 0 0 W Method of Mixing. .#* Agg Source.......... Water Source, * ■- 0 # # 4 Spec MSX on site r City well Required strength, psi 28 day.... 1800 FIELD TEST DATA n/r (ASTM C -I09) n%r (ASTM C-231) 65 74 "teeBatched*#*aa*o*wi0:00 AM No. CP r r s emit ! i Mortar Sampled, tested Cylinder Curia g (ASTM C-780) Cylinders Cast ASTM - Field Late Cast.. Temp Range, OF,. 0 * n/r Time .. 119000 AM Lab cure from: By go BM Date Received...'..... 4/10/96 - �i �7rF � _. �! aiF y` _ aRF iLF �: �� ' - ._ � #i _ _ �4 Sre �. �! Tom• i _ � f� _ as �a T� '- !��_ _tel �f ilii ��TFi ii __.ri fir_ ��r�.� ,��i��i i i iTr•YE _ �a ��r: Sample .... Cyl finder ID 960179 Cylinder Heigh. (inches) 4.00 LABORATORY TEST DATA (ASTM C-7$0) Cylinder D i am (inches) 2.00 Specimen ID andfracture type X- Sec Area (sq in) 3.14 0.00 0.00 0.00 Tota. Loi. (lbs) 3080 if not conical, Reviewed IDAHO * HI TO * O REG ON -WYOMING 0 MONTANA Date Age Comp Tested Tested Str {days} psi) 4IIs/9G 7 �980 a o a o 0 0 i 10 yam J , UTAH V Nenno, Area Manager NEVADA i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kirigs Way , Chubbuck, Ida,ho 83202 208 237-3400 / Fax 2-08 237-3449 Report RICKS COLLEGE Physical Science Bldg. Date..... ...4/16/96 Rexburg, ID 83460 File ..... Invoice o..-960087 Project*, Religion Humaniti-esBldg Contractor: Mickelson Masonry. Structure: Chapel Walls Locati'cn i. GLS. 7.2-7. * A.5 7.1.5-7.2-.5; B7.1-7.2; 7a.3 '- A MATERIALS AND MIX DATA Reported by Mix No. ....Spec mix Cement/Lime. ASTM C260 Type Cement type.ASTM C150Type I-II Adm - dm Mortar Supplier..... Method of Mixing.... Water Source....... Spec Mix on site n/r Cl-ty well strength, psi 28 a 4400 1800 -_��'�'��.�i Y__ mai 4.i�__�:-_��*..�_��a.. iii•�.��_Te.F 4T! i�li•��.�F �r:7��ii�iii �.a��1!�•:_��a��:ai .TaiF �a ��___�`4.�-e,.�_�_ FIELD TEST DATA. Flow Air Cont Mortar Temp Air Temp , O n/r ASTM n/r ASTM 65 74 c-1og) C-231) Time Batched.........AM . CF *36 Mortar Sampled, tested Cylinder Curia ASTM C-780) Cylinders cast (ASTMC-780) Field Cure, days 2 Date Cast 4/10/96 @ 'fir . . . # . n/r Time 11:00 AM Lab cure from By BM Date Received.. 4/12/96 LABORATORY TEST DATA Sample &.. 960179 ASTM —780 Cylinder Cylinder Cylinder -Sec Total Date Age comp ID Height Diam Area Loyd Tested Tested Str (inches) (sq ire(Ibs) (days) (psi) 960179A 2 -P 00 2.00 3.14 3080 4/15/96 5 980 960179E #14 5060 4/29/96 19 1610 601790 2.01 2.01 3.17 5800 5/8/96 28 1830 17 2*01 2.01 3,,17 66205/8/-96 28 2090 Specimen ID and fracture type if nOt conical IDAHO a VVASHINGTON 0 OREGON Rev i ewe illi WYOMING ■ MONTANA * UTAH . NEVADA Area Manager i GEOTECHNICAL ENGINEERJN MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 -A 13 r.14% r , Report to: RICKS COLLEGE Physical fence Bldg Date..,,,,.,,,,5/6/96 Rexburg, 183460 File ..... ��7 PrLo ject: Religion & Humanities Bldg. Invoice'No..3-960119 Contractor: Mickelson Masons Structure: Chapel Walls Location: Wing Walls * side of chapel MATERIALS AND MIX DATA Reported by Mix No. ....Spec mix Cement i e .AS TM C270 Type Cement type.ASTM C150 Type I - I Adm*u Flow, i # .. . Air Conti Mortar Temp Aim Temp,OF n/r (ASTM n/r ASTM 58 62 Mortar Supplier@ Method of MixingAgg i Source. .#4&��*#� Water Source . * -& i ■ i Spec Mix on site N/A City well Required strength, psi 28 6.44 1800 FIELD TEST DATA C-109) C-231) Time Batched. ........ # AM -No. CF represented..... Mortar Sampled, tested Cylinder Curia ASTM -780 Bader Cast ASTM - Field Cure ,.. Date Cast.,. 4/30/96 @ Temp Range,OF.....60-80 Time .. 10:00 AM Lab cure from: By BM Date Received*d.%04&**5/ LABORATORYTEST DATA Sample 960234 ASTMC-780) Cylinder I 602 B 9602340 l index Height (inches) o OO Cylinder iam ('inches) 2e00 Total Load (lbs) 6220 Specimen ID and fracture type if not comical Reviewed- W Date Tested 5Ialg6 5/2/96 5/28/96 liar E0 HO * WASHINGTON * OREGON a WYOMING e MONTANAa UTAH Age comp Tested Sts (days) (psi-) 1980 28 0 28 0 0 NEVADA sea Manager i GEOTECHNICAL E IVEERING & MATERI!ALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Report t: RICKS COLLEGE Physical Science Rexburg, ID 83460 Bldg. Report . . . Date........5/6/96 File ... f a -a -0 P9 600 Invoice No. *-960119 ro t !. Religion & Humanities Bldg Contractor ! Mickelson Masonry t t Chapel Wall Location: Wi Walls W. sidechapel MATERIALS AND MIX DATA Reported by Mix No.. & & # # Spec nix Cement/Lime.ASTM C270 Type Cement type.ASTM 0150 Type 1-Ij Admixtures . b 4 2 00 Flow, in.,..# Air Cont Mortar Temp Al'..r T , ' F nor (ASTM nIr ASTM 58 62 Mortar Supplier..4�** Method of Mixing.... WateJa Source, * f • ! goo Spec Mix n site N/A City well Required strength, psi 28 dayoo#v 1800 FIELD TEST DATA C-109) C-231) Time tai . . # . . . . . 4 AM No. CF tapas tinted . ; ... Mortar Sampled, tested Cylinder Corin(ASTM C-780) Cylinders Cast (ASTM -780) Field Date Casts, 4/30/96 @ Temp Range,OF. Time 10:00 AM Lab cure from: Date Received.....;.. LABOPLATORY TEST DATA Sample ,.. ,, 9602 (ASTMC-780) CylLnder ID 9602340 Cylinder He ight (inches) 4.00 4.00 4.00 Cylinder D lam (inche-s) 2.0 2*00 2#00 -Sec Area (sq in 3.14 3.14 Total Load (lbs) 6220 940 8920 Specimen ID and fracture type if not conical Reviewed IDAHO -9 WASHINGTON a OREC30 - WYOMING * MONTANA Date Tested 5/7/96 5/2/96 5/28/95 * UTAH Age Comg Tested Sir (days) (psi) 7 198 2s 3040 Za 2840 NEVADA Manager i EO7 i EC',"HNI AL ENGINEERING & MATERIALS TESTING 4460 KNs Way , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Repot to: RICKS COLLEGE Physical Science Bldg. Rexburg, ID $3460 Report No...3 Date........5/21/96 Ii.3960142 Project, Reli i Humanities l . Contractor: i-1 ion Masonry Structure: Wing Walls W side of chapel & classroom walls Location., Int. point t A/7.3 to A/7.2 MATERIALS AND MIX DATA Reported by Mix No. SosaSpec ml Cement L i # ASTM C270 Type Cement type *ASTM C150 Type T -- I I Admixtures. .4200 Flow, i,.#& Air Cort . Mortar Temp Air Temp,"F n/r (ASTM n/r ASTM 160 60 Mortar Supplier., .6 on a # Method of Mixing...,. Agg Source#*0V#s Water " ur . 0 f IP Spec Mix on site N/A City well Required strength, psi 28 day.... 1800 FIELD DATA C-109) c -ani ) No. CF rt.... Mortar Sampled, tested Cylinder Curing - 780) Cylinders cast (.ASTM 780) Field Date Cast,,,, 5/16/96 @ Temp Range, OF.....60-80 Time 01. 12;00 PM Lab cure from: By BM Date Received........5/18/96 Sample LANo.S' �" T DATA .� (ASTM -780 Cyl index I 602 7S 602 Cylinder Height Al (inches) 4.00 Total Load albs) 4680 Specimen ID and fracture type if not conical,* Reviewed . Date Tested x/23/96 6/13/96 6/13/96 Age COMP Tested Str (days) (Psi) 1.490 28 0 28 0 l , Area FFManager IDAHO • WASH[NGTON v OREGON * WYOMING * MONTANA * UTAH * NEVADA i S NOME GEOTECHNICAL ENGINEERING & MATERIAL TE 7p G 4460 Kings ��V , Chubbuck, Idaho 83202 208 237-13400 / Fax 208 237-3449 MORTAR CYLINDERQST REPORT Report to: RICKS COLLEGE Physical Science Rexburg, ID 8346D Bldg. Report No....3 te........5/21/' 6 File No. Project: l ities Bl Contractor: Mickelson Masonry structuree, Wing Walls W side of chapel & classroom walls Lt ion. GL Int. point to x/7.3 to A/7-2 Reported by Mix No.. ....Spec Mix Cement # ASTM C270 'hype Cement type . ASTM 0150 Type Admixtures * . 4200 0 Flow, ire..*#. Air Cont, Mortar Temp Air Temp,OF rY%r ASTM nIr (ASTM 60 50 MATERIALS AND MIX DATA Mortar Supplier...oft Method of Mixing.... Agg Source f#, w e ; *. a i I -IT Water Source..09W..0W SpecIx on site N/A City well Required strength, - 28 day4oav 1.800 FIELD TEST DATA C-109) C-231) Terme ti,06600-M#O..1#0 pm . CF represented., -.5.0 Mortar Sampled. tested Cylinder Curing (ASTM C-780 & Cylinders Cast (ASTM C,780) Field Cure, days.....2 Date cast., 5/16/96 @ Temp Range, O Time 12:00 PM Lab cure from: By IBMDate a9*5/18/96 Sample No.... 960275 LABORATORY TEST DATA (ASTM C-780) Cylinder Cylinder Cylinder X -Sec Total Date Age comp ID Height Diam Area Load Tested Tested Str (inch -es) i (sq i(lbs) (days) (PSJL) 960275A 2*00 2.00.--_--�- 960275B 2.00 4680 5/23/96 1490 96027 2*00 3914 6180 6/13/96 28 1970 HOLD Specimen IIS and fracture type if not conic. Reviewed WASHINGTON a OREGOPJ *WYOMING MONTANA i . lia J. Nemo, UTAH • NEVADA Area Manager Vol*' GEOTECHNICAL ENGtNF-ERING & MATERIALS TESTING 4460 KlIngs Way , Chubbuck, Idaho 83202 208 23-1-3400 Fax 208 237-3449 MORTAR CYLINDER TEST REPORT Report to: RICKS COLLEGE Physical Science Bidg, Rexburg, ID 83460 Report ', , . Date. . V 4 a 0 a * 6/14/96 File No-vow.P9600.6 Religion uai i 31 , Contractor* Mickelson Masonry Structure. Classroom walls Location: GL 790 to 8.0 on GL 0.0 Reported b Mix Noe &&a9spec Mix cement/Lime.ASTM 0270 Type Cement type -ASTM C150 Type Admixtures*.4200 i.... Air Cont, Mortar Temp Air Temp,OF n/r (ASTM n%r (ASTM 54 60 Mortar Supplier..... Method of Mixing. . 0 source 0 a! i 4 0 ! # 0 * i Water source, *; * f 6 f dp Spec Mix on site N/A City will Required strength 28 day..,.. 1 800 FIELD TEST DATA C-109) C-2 3 1) Mortar Sampled, - . & Cylinders Cash ASTMC-780) Date Cast 6/5/96 j_me 9:15 .M By BM Sample No. we Cylinder I 1 603 1 B 603 l X60310 Cylinder Height (inches) 2*00 LABORATORY (ASTM Cylinder ID J -am (inches) 2.00 No. CF rrt..t.. Cylinder Curing (ASTM C- Fief Cure, days . , . . . Temp Range, O * . . . . 60-80 Lab cure from v Date c%*...... .6/7/96 TEST DATA -780) -Sec Area (Sq in) 3.14 0.00 Total Load (lbs) -12/12 Specimen ID and f r acture type -if not conical: ed by Date Tested fi/12/96 7/3/36 xoz,D IDAHO * WASHINGTON * 09�GON -WYOMING - MONTANA a UTAK Age coma Tested Str (da-ya I (psi) 1740 28 0 Benno, r' Manager i E0 E HNI AL ENGINE.ERIN MATERIA TESTING 4460 Kings Way #3, Chubbuck, paha 83202 jos 237-3400 / Fax zos 237-3449 Report to: RICKS CMZ Physical Rexburg, LEGE Science fence l ID 83460 , I I Di 063 1%, M W*Vz Me -.I ") Report *,,. Date. . # 0 0 i 4 i 7/9/96 l l . * & * *P96006 Prodect * Religion & HumanitiesBldg,. i Contractor: 40 Mickelson Masonry Structure Test sample for approval admixture .1 12 e P/L Location. Same as above MATERIALS AND MIX DATA Reported by Mix No. ..,... 4 ment L i . . ASTM C270 Type Cement type * .STM C150 Type I-II Admixtures.-BoardlifeL Flow, -..,, J.r Cont Mortar Hemp Air Temp,OF n%r (ASTM n/r ASTM 70 68 Mortar Supplier..... Method of Mj'-xa'-ng., �# Age` Source.**....... Spec Mi on site N/A City well Requiredt t , p s i 28 day.... 1800 FIELD TEST DATA C-109) 0231) Time Batched*.9.#0..*.: AM No. r seated e * ,, Mortar Sampledf tested Cyli.nder Curing (ASTM C-780) & Cylinders cast (ASTM _ Field Cure Date Cast., 6/26/96 @ Temp Range, OF.....60-80 Time 00 10:00 AM Lai cox re from: 13Y BM Date JRece4-ved....,,,,6/28/96 Sample 960431 LABORATORY TEST DATA (ASTM C-780) Cylinder. I 9604313 6043 6043 1 Cylinder Height (inches) 2*00 Cylinder I i am (inches) 2.00 9 00 -Sec Area sq in) 3.14 3.14 Specimen !D and fracture type if not coni Tota Load (lbs) 436 6960 .date Tested 7/3/96 7/10/96 7%24/96 Reviewed S -y IDAHO WASHINGTON OREGON WYOWNG q0 MONTANA �. HOLD Age Tested (dayB) 7 14 28 UTAH * NEVADA Camp Str �Psi) 139U 2220 D EErA"F_= GEOTECHNICAL EINIId' EE19t"N & MATEMALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 3-3400 Fax 208-3449 i Report to: RICKS COLLEGE Report No. -,-.7 Physical Science Bldg. Date........7/9/96 Rexburg, ID 83460 File Noso...P96006 Project: li*_orgy & Humanities Bldg, Contractor,* Mickelson Masonry Structure: Test sample fOr approval of acimixture boardlif e P/L Location. Same ag above MATERIALS AND MIX DATA Reported by I Mix Noow*aSpec mix Mortar Supplier Spec MIX Cement/Lirne*ASTM C270 Type S Method of +may Mi ing,. � � # o. site i * '# ■ N/A Cement hype. ASTM 0150 1--11 ��YY g Source� # # City Admixtures. -Boardlife P/L; WHITE Flow, in..... Air cont, Mortar Temp Air Temp,OF n/r ASTM n/r ASTM ?0 68 Required strength FIELD TEST DATA c -1a9) c-231 ) F s i 28 day.... 1800 Time Batched.*......:AM . represented...#0,33 Mcrtar Sampled, tested Cylinder Curing (ASTM C-780) & Cy'linders Cast (ASTM C-780) Field dam. Date Cast., 6/26/96 @ Temp Ranger OF -.,,,-..60-80 Time 0 Lab cure from: e ivied .. . . # . , . 6/28/96 Sample Nol..,, 960432 LABORATORY TEST DATA (ASTM 780) Cylinder ID 604320 Cylinder He fight (inches) 2*00 2.00 Cylinder yam (inches) 2*00 2.00 i -men ID and fracture type X -Sec Area (sq in) 314 3.14 if not conical, Reviewedby, Date Tested IDAHO 0 WASHINGTON . OREGON • WYOMING - MONTANA # UTAH * Age Comp Tested Str (days) (PS -1) 1830 14 2430 28 0 Manager" anager" i GEOTECHNICAL ENGINEER MATERIALS TESTING 4460 K'Mgs Way , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 MORTAR CYLINDER TEST REPORT Rep to: RICKS COLLEGE Physical Science Bldg. Rexburg, ID 83460 Proi ect - Religion & Humanities Bldg. Contractor.- Mickelson Masons Structure: Chapel walls Location: GL 8.7 to 9.15 on GL Repo -4.L. -ed by mix . ..*.Spec mix Cement /Lime. ASTM C270 Cement 4CI-ype.AsTm C150 Admiu,. Type Type Report No,,.B Date.#......8/8/96 File *..d.0 Involve No. .3-960249 MA-TAND MIX DATA a mar Supplier. . Method of Mixing.... Water Source.. Spec mix on site N/A City well Required strength., psi _�_ day.{., . 800 '- !� it _ ,� i� ................... i i . . _ .. i # . . ..F . . ..I . � -------- !• Y _ -f i Ta � _ 1f. i- � iYi i' it ��. i r1 i a +� .� 7! �i !' i � i �� LAy} � F �Id { in. . . . # Air Mortar Temp ilt- Temp, O n/r ASTM n/r (ASTM 68 70 FIELD TEST DATA C-1t?9} C -231j Time Batched. * . t# .. . I0v.00 . CF re e .... . Mcrtar Sampled, tested Cylinder Cur' Cylinders Cast (AST- , Ing (ASTM C-780) Date Cast.. 7/29/96 Feld Cu-.-,e.-e days,,. my b .2 Time 0.0 10:30 AM Temno Range, OF.. US -60-80 By me IBM Lab cure from= Date Recej'-ved.,,,,,-,,7/-3j/9G Sample N, ID 0 9605030 96503 'l ; -L-j-S' -2r,,- Height inches 2.00 2.00 LABORATORY TEST DATA (ASTM C-780) 1 -L-. Dm caches . 00 2.00 -L U M. L Load (lbs) 3880 5740 -viewed IDAHO -0 WASHINGTON .6 OREGON -0 WYOMMG @ MONTANA D Tested 8/26/96 HOLD iia Age Comp Tested r (days) (psi) 7 1240 28 183 Nenno, Area Manager NEVADA r� =NEW ECTECH ICAL ENGINEERING & MATERJALS TESTING 4460 Kings Way#3, Chubbuck, Idaho 83202 208 7-3400 / Fax 208 237;3449 MORTAR CYLINDER TEST PORT Report to: RICKS COLLEGE Physical Science Bldg, Rexburg, ID 83450 Report .,,. Date. 9&*90**, ' File o .. * .. 6006 Pro ` e t e Invoice . -, -960249 l Human± �Bldg. Contrac-1C.or Mickelson Masonry �2nd level claSSroom walls Location: frOm GL L-0 to Mvo1 1 MATERIALS AND MIX Reported Mie No * 0 0 • . Spec mix Cement/Lime . ASTM C270 T ype S Cement type.ASTM 0150 Type I & II Admixtureso.n/r -L. *r Cont, Mortar Temp Air Temp,OF n/r ASTM n/r {ASTM 70 81 Mortar Supplier..... Method of mix .egg Source..... Water Source .6-0i Spec mix on site N/A City well. Rewired strength psi 28 day � # * * 1 FIELD800 E DATA C--109 ) C-231) Time tch ,•..•.... e AM No* CF represented ,, f i . Mortar Sampled, tested Cylinder Curing (ASTM CW -780) & Cylinders Cast (ASTMC-780) Field Cur D t Cast. , I 4 . Temp Ranges0F.....60-80 -ime 9:00 Am Lab cure from& By BM Date Received 8/4/96 Sample No... 960513 LABORATORY TEST DATA (ASTM C-780) ID Height Diam Area Load Tested Tested Str ]Laches) (inches)J-(lbs) 960513A 2oOO 960513B 2.00 2 00 3 4014 140 8/9/96 7 1830 960513C 2.00 3.14 7100 8/30/96 28 226 HOLD Revlewr=?d William j. 10AH0 • WASHINGTON -a OREGON a W * MON TANA -F UTAH NEVADA Area ;M i GEOTECHNICAL ENGINEERINQ St MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 237-3400 Fax 208 -3449 No i Report too RICKS COLLEGE Physical Report ,,. Bldg . ID 83460 Date., 8/8/96 FideNo.i...I.P96006 P i Invoice No 3-960249 � l i Contractor. Mickelson Masonry Structure. 2nd level classroom walls Location : from LP0 to M.01 1.0 Reported by Mix NoAp 404IRSPec mix Cement/Lime.ASTM Cementtype-ASTM0150 Admixtures.. Flow, in.. s 4 Air Cont Mortar Temp Air Temp,OF MATERIALS AND MIX DATA Type Type I & I I n/r (ASTM n/r (ASTM 70 sz Mortar Supplier.. i Method of Mixing,Agg i. Source.........* Water Source, .#.0.* Spec Mix . site N/A ' t well Required. strength, psi 28 day.... 180 FIELD TEST DATA C-109) C-231 ) Time Batchedpe.*......9:00 Tested AM (days) F represented.... 0. Mortar Sampledr tested Cylinder Curing (ASTM C-780) & Cylinders Cast (ASTM 0-780) Field Cure days......2 Date Cast*9 8/2/96 r Time 9:00@ Temp Range, OF........60-80 By 10.0 BM Lab Care from: Date Received.* a** as 68/4/96 Sample No... 960513 LABORATORY BEST DATA (ASTM -780) Cylinder 605 1. 960513E 9605130 Cylinder HeJ-ght (Inches) Cylinder i am (inches) X -Sec Area (sq in) 3.14 0.000 0.00 Total Load (lbs) 540 Specimen ID and fracture type if not il Date Tested s/9r96 8/30/96 8/3Q/96 Reviewed by i i , AreaManager IDAHO WASHINGTON OREGON WYOMING # MONTANA UTAH isNEVADA Tested (days) (Psi) 28 0 28 0 Reviewed by i i , AreaManager IDAHO WASHINGTON OREGON WYOMING # MONTANA UTAH isNEVADA