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Home My WebLink AboutGROUT CYLINDER TEST REPORTS - 95-00019 - Ricks College (BYUI) - Taylor Buildingi CECT.-C-HI AL ENGINEERING & MATERIALS TESTING 4460 Kings Way 443, h u bbu k, Idaho 83202 208 237.3400 / Fax 208 237-3449 Report to: RICKS COLLEGE Physical. science Bldg. Rexburg, iii 83460 Project: Religion & Humanit--*LesBldg. Contractor: Ormond Builders Structure. Core holes — top fly to bedrock/wall Lia at GIS 1I. -o11I *1,f11 -e # -1x10.1{11. L Report No..91 Date....1k .Viola No.. 0 " UP96006 Invoice * e3-960074 o, - *1 0-41 Grout Sampled, tested and Prisms Cast (ASTM .-1019) Lab cure from: using 4 masonry blocks ]date Received*...*...4/6/96 Date Cyst... 4/5/9 Tire .. 10.00 AM By 0.0 L. Watts LABORATORY TEST DATA Sample ... 960165 (ASTM C-39) Prism Prism Di<1 ID Width 1 Width (in) (in) 96:0165A 1.60 1.975 1' 1.75 Avg Strength, Remarks: psi 3210 X -Sec Total Area Load Esq in) (lbs} 3.14 11360 3.14 8780 Date Tested 513I96 5/3/96 (2$ day specimens only) Reviewed 0 Age Comp Tested Str (days) (psi-) IDAHO o WASHINGTON • OREGON * WYOMING * MONTANA -P UTAH m NEVADA 28 3620 28 2800 MAI S AND MIX DATA Reported by Walters Ready Mix Grout Supplier Walters Ready Mix lx No. .4D-0 .515 Truck.. Cement.. 4 0 * . .Type 1 Ticket No. ..*......13018 i. d i L .i i {4, y. y # # , l x Time a . $ . . . . . . . i26 AM Spec i ions Required strength , i 28 day i # . # 000 FIELD TEST DATA slump' i . 9 % n/r (ASTM -143 ism Curing (ASTM -1019 Grout Temp O 62 (ASTM C-1064) Air Temp OF 70 Field Cure, days # . # . i 1 Temp Range,1'F..,,.,,.60-80 Grout Sampled, tested and Prisms Cast (ASTM .-1019) Lab cure from: using 4 masonry blocks ]date Received*...*...4/6/96 Date Cyst... 4/5/9 Tire .. 10.00 AM By 0.0 L. Watts LABORATORY TEST DATA Sample ... 960165 (ASTM C-39) Prism Prism Di<1 ID Width 1 Width (in) (in) 96:0165A 1.60 1.975 1' 1.75 Avg Strength, Remarks: psi 3210 X -Sec Total Area Load Esq in) (lbs} 3.14 11360 3.14 8780 Date Tested 513I96 5/3/96 (2$ day specimens only) Reviewed 0 Age Comp Tested Str (days) (psi-) IDAHO o WASHINGTON • OREGON * WYOMING * MONTANA -P UTAH m NEVADA 28 3620 28 2800 i GEOTECHNICAL ENGJNEERING & MATERIALS TESTING 4460 Kings Way } Chubbuck, Idaho 83202 208 237-3400 / T Fax 208 237-3449 zs Report t Project: Contractor; Structure. Location. GROUT PRISM TEST SPORT RICKS COLLEGE Physical Science Bldg. Rexburg, ID $3460 Religion & Humanities Ormond Builders Chapel Walls BI GLH 7.2-7.4; Ae 7*1e - a a ; MATERIALS AND MIX DATA. Reported by Walters Ready Mj4X Mix ,. ...**516 Cement.,.....42RC95 Class Admixtures..Polyheed Report .... Date*..#....4/16/96 File No,.,....,.P96006 Invoice .. - 960087 Grout Supplier #&..a..Walters Ready Mix Truck # * i i • * * a a e & Ticket No. .. ..&*13090 Time Batched #.0.#.1 *& 10 AM Sped a n ire . strength, psi Slump, day. � 28 day. ... ,. 2000 FIELD TEST DATA. Slump, in.... (A -STM -143) Prism Curing (ASTM C-1019) Grout T'F 68 (ASTM -1064) Air Temp OF 74 Field Circ days . . . a . Temp Range, OF.**.. - Grout Sampled, tested and Prisms Cast (ASTM -1019) Lab cure from # usLng 4 masonry blocks Date i . v% 9 9 0 0. 10/96 Dates Cast,,. 4/8/96 dime *a 11-015 AM By M LABORATORY TEST DATA - Sample .... 960178 (ASTM C-39) Prism Prism Dimensions TD Width 1 Width (in) 960178. 4o13 4,o13 B 601780 Avg Strength, Remarks: psi X -Sec Total Area Load (sq in) (Ib 17*02 28480 0,000 01000 Date Tested 4Izsr96 5/5/96 5/6195 (28 day specimens only} Reviewed Age Comp Tested Str (days) (PSI-) T 1670 zs o 2s o illiam J. Nenmanager [PAHO a WASHINGTON a OREGON * WYOMING * MONTANA * UTAH • NEVADA i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings V , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Report too. RICKS COLLEGE PhysiLcal Seance Bldg. Rexburg, ID 83460 Pro3ect:Religion & Humanities Bldg Contractor: Ormond Builders Structure:Chapel Wall Location: Wing Walls W. side of chapel MATERIALS AND MIX DATA Reported by Walters Ready Mix Mix No,. ....516 Cement......-42RC95 Class dit..hd 997 Specifications Report ,... t......../6/96 File ..... 0 Invoice N . * -9 60119 Grout11 Supplier.. Waiters 25 Time Batched........: AM Required strength, psi Ready Mix Slump, in.0. 811 7 day,..&.*# 28 day.... 4000 FIELD TEST DATA Slump, in.*. r ASTM -143) Prism 0-ir�n ASTM -1019 Grout TemPOF(ASTM.C-1064) Air Temp OF 62 Field Cure days.,. Temp Range, O... ... -0 Grout Sampled, tested and Prisms Cast (ASTM a1 Lab cure froom. masonryblocks Date Received........5/2/96 Date Cast,. 4/30/96 Time#. AM By 13 LABORATORY TEST DATA Sample No. .& 960235 (ASTMC-39) Prism Prism Dimensions -Se's Total Date Age Comp ID Width I WidthArea Load Tested Tested Str (I*n) " � (lbs) (days) (psi) 2 4*10 .1 16.81 52. 60 5/ 1 W 960235B 0.000 5/28/96 28 0 9602350 5/28/96 28 0 Avg Strength, Remarks: PSI = (2S day specimens only) Reviewed 111am J. Nenno, Area' Manger IDAHO . WASHINGTON . OREGON * WYMING * MONTANA # UTAH -@ NEVADA GEOTECHNICAL ENGINEERIW3 &MATERIALSTE T1 N 4460 Kiiigs Way #3, Ghubbtick,Idaho 832,02 208 237-3400 / Fax 208 237-3449 Report Project: Contractor: Structure: Location: RICKS COLLEGE Physical Science Bldg. Rexburg, ID 83460 Rel igion & Humanities Bldg. Ormond Builders Chapel Walls Wing Walls W. side of chapel MATERIALS AND MIX DATA Reported by Walters Ready Mix Mix 9 00#0516 Cement..**.Class Admixtures..Polyheed 997 Specifications Report ... Date. * * * a . . . 5/6/9 i' l - - * s. *P96006 Invoice No. . -960119 Grout Supplest. .Walters True k No IV 0 s i . . .. Ticket No. ....*.....13528 Time Batched. . * # % e . * * w ^4 AM Required strength, psi Ready Mix Slump, i .. % 811 day. . 9 0 28 day.... 4000 FIELD TEST DATA lump, in... (ASTM -143) prism Curing ASTM -1019) Groin. TempOF 60 ASTM -1064) Air Temp IF 62Field Cure, days. . . . . Temp Range, O..**. - Grout Sampled{ tested and Prisms Cast ASTM C-1019) Lai cure from using masonry blocky a�. i . . . . . . f Date Cast..,. 4/30/96 Time * ar 9:45 AM BM LABORATORY TEST DATA Sample Nf * s 60235 (ASTM C-39) Prism P i m Di Lon —Sec Total Date Age comp 1T Width I Width 2 Area Load Tested Tested Str (in) (i i (days). � (Pso) 960235A 4.41 .1 16.81 160 5/7/96 7 3100 960235B 4.10 4.10 16081 84120 5/28/96 28 5000 9602350 4.00 4.00 16000 77280 5/28/96 28 4830 Avg Strength, psi- day specimens only) Remarks, Rev i ewe illiarn J. Nerino, Area Manager IDAHO e WASHINGTON -P OREGON - WYOMING & MONTANA# UTAH a NEVADA i GEOTECHNICAL E I EE I & MATERIALS TE TT ' 4460 Kings Way , Chybbu,ck, Idaho 83202 208 7-3400 Fax 208 237-3449 GROUT PRISM TEST REPORT Report t* RICKS COLLEGE Physical Science Bldg., Rexburg, 183460 Pro 3 Contractor. Structure: Loc ion. Religion & Humanities Bldg. M'son & Sons Masonry Chapel Walls & ClassroomWalls L I rpt # 1 t A1/7-3 to A/7-3 to AI7.2 MATERI S AND MIX DATA Reported by Walters Ready Mix Mix No.. ..,516 Class 40 Admixtures..Palyheed 997 -42 RC 95 Report N,,. Date#....#..5/21/96 File o..... Invoice ... - 60142 Grout Supp Ir..&..aWalters Ready Mix Truck No. 9 4.#w*.#0#043 Ticket . i & i 41. i i i o * f 13985 Time Batched...,.....11:00 AM Specifications Require. strength, psi Slump, i ...# 811 7day.. a 28 day..... 4000 FIELD TEST DATA lump, in... n r (ASTM C-143) Prism Curing(ASTMC-10-19) Grout Temp' (ASTM -10 64 Air Temp O . .r Field Cure, days.....2 Temp Range, OF.....60-80 Sampled, tested and Prisms Cast ASTM -1019 Lab cure from* using sorry blocks DateReceived........5/18/96 Date Cast9. 5/16/96 Time 12*000 PM By BM LABORATORY TT DATA Sample960274 (ASTM C-39) Prism Prism Dimensions ID Width 1 Width (in) (in) 4.13 3.88 960274B 9602740 Avg Strength, Remarks: psi X -Sec Total Area Load (sq i (lbs) 15.98 50000 0.00 0.00 Date Tested 5/23%95 6/13/95 HOLD (28 day spec11 imens only) Reviewed -iI yam Jq Age Comp Tested 5tr (days) (PSI-) 7 3130 28 o 0 0 IDAHO -o WASHINGTON a 0REGW * WY0NMJ; MONTANA e UTAH * NEVADA 1-11-1 Q I .r a an .c VK GEOTECHNICAL E INEERIN & MATERIALS TESTING 4460 Klflgsa , Dubbuck, Idaho 83202 208 237-3400 1 Fax 208 -3449 GROUT PRISMQST REPORT Report to: RICKS COLLEGE Physical. Science Rexburg, ID $3450 Pro3ect,-. Contractor: St r r . Location: Religion M]'Lckelson Classroom L 7.0 t am Humanities Bldg Sons Masonry Walls 8.0 on L OaG Reported by WaltersReady Mix Nov & w & * 516 Admixtures.-Polyheed 997 MATERIALSAND MIX DATA Report ... Date-..,,,-,,, ,6/14/96 File o, . * a Invoice No.9 -960166 Mix Grout Supplier.*0*&..Walters Truck No. 90060*60a&* 40 Ticket No. 40000094*#14452 -42 RC 95 Time Batched . f i & ! # * 9 f 8: 44 A14 Ready Mix Sped i .onsfired strength, i :, Slump, i '� day.... 28 day.... 4000 FIELD TEST DATA Grout TempOF Air Temp O n/r ASTM 64 (ASTM 50 C-143) C-1054) Prism L (ASTM -1019) Field Cure, .... Temv Ramer OFsaa*060-80 Grout Sampled, tested and Prisms Cast (ASTM -1019) Lab cure from.. using 4 masonry blocks Date Rece2'-ved...*,##,6/7/96 Date Cast., 6/5/96 TJ -me a# 9.15 AM By o BM LABORATORY TEST DATA. Sample No... 960309 (ASTMC-39) Prism Prism Dimensions ID Width I Width in) (in) 3#88 4*00 9603090 Avg Strength, Remarks psi X -Sec Total Area Cosa (sq � (lbs) 15.15.SO 45460 0-600 Tested X11.2/96 7/3/96 HOLD (28 day specimens only) Rev i ewes IDAHO o WASHINGTON a OREGON 4 WYOfOING Age comp Tested Str (days) (psi) 2930 8 n ' MONTANA UTAH NEVADA i S i r� 3 i 2s CsE4TEGHNIGA� ENGINEERING & MATERIALS TESTING 4460 Kngs Way#3, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 GROG PRISM 'BEST REPORT Report to: RIGS COLLEGE Physical Science Bldg. Rexburg, ID 83460 Pro] ect Contractor: Structure: Location. Religion Humanities Bldg. Mickelson Masonry Chapel c-xl L 8.7 to 9.5n GL F.'s MATERIALS AND MIXDATA Report y Walters Ready Mix P Cement ... . . . Type 1 2�.dm'xtures. . Polyheed 997 -42 RC 95 Report ,,} . Date.........8/s/96 File ._...P Invoice No,,.3-960249 Grout i r....9,.Walters Ready Mix Truck . . . . ■ . ■ . i i . i 23 Ticket } Ir .. !.■..16081 T .i L\ 4 Bat hed . F i W i 1b . . . a/ i rYa S-oec i fi cations Required strength, -osi dump, ' . . . 811 7 day. . . . '28 day.... 4000 FIELD T DATA i . . . Grout TemPOF Air Temp O n/r 72 70 (ASTM C-143 (ASTM C -1054j Grout Sampled,ted and Prism Curing ASTM C-1019) Field Cure, days .. 0 . . . Temp Rage, O F .... , - 0 Pry Cast (ASTM C-1019) Lab cure from: using 4 masonry blocks Date �.. , , , , . ,, .7/31/96 Date Cast..7/29/96 Time 4. 10:30 AM By o. BM ----------- LABORATORYTEST DATA Y 9605020 J. Width I Width (in) . i 38 4.25 4.00 Avg Strength, (ASTM C-39) X-Sem Area s q i) _ __--% -� bw 14 . 17.00 Tot=l Load (lbs) 60260 92860 i � day specimens Dom. t Tested 8/5/96 8/26/96 HOLD only) Age comp Tested Sir (days) (psi) 7 3150 28 560 Reviewed by ; William n , Area Manager IDAHO a WASHINGTON a OREGON -0 WYOMING a MONTANA* UTAH * NEVADA i E TA. H ICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 08 237-3400 / Fax 208 7-3449 GRO'TPRISM TEST REPORT Report to: RICKS COLLEGE Physical Science Bldg. Rexburg, ID $346Q Pro' ec* Contractor* Structure: Location: Religion Humanities Bldg Mickelson & Somas Masons. Chapel wall L L.0 to M-0 on GL 11.0 Reported by falters Mix No. ,# Cement#..*..Type I Admixture - * Polyheed Specifications IATAS AND MIX DATA Report N#.. . , * . * * ...8/5 '96 File el&**, P96006 InvoiceNo.,3-960249 Ready Mix Grout Supplier. .Walters Truck,**; Ticket No.. 16244 997 -42 RC 95 Time Batched. 0 . 0 0 6 a8:29 A. Requirle-d strength, psi FIELD TEST DATA Ready Mix 7 day'.... 28 day * # v e 4000 Slump, in .. ,, n ` (ASTM C-x.43Prism Curing (ASTM C-1019) Grout T. (ASTM C-1064) Air Temp 1 Field Cure,..2 Temp Range, 60-80 Grout Sampled, tested and Prisms Cast (ASTM Lab c urefrom-0F uslng 4 rriasonryblocks Date Received......,.8/4/9 .date Cas -IL.-,, # 8/2/96 T .. 94-00 AM By 6-4 BM LABORATORY TEST DATA Sample No... 96051 ASTM C-39 Prism P-1. 2- i ion 7D Width I Width (in) (in) 9605.14A 4*13 4,606 9605143 9605140 Avg Strength, Remarks. psi = X ---See Total Date Arca Load Tested Esq Win) (lbs) 28 16.76 38440 8I9I96 15.98 69040 8/30/96 HOLD (28 day specimens only) Reviewdd by Age Camp Tested Str (days) (PSO T 2290 28 4320 Wiiliam j. Nenno, Area Manage IDAHO 11 WASHINGTON a OREGON - WYOMING * MONTANA 9 UTAH -m NEVADA i GEOTECHNICAL ENGINEERINS 8 MATeRfALS. TESTING. 4460 Kings W , Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 GROUT PRISM ST REPORT Report t: RICKS COLLEGE Physical Science Bldg. Rexburg, TD 83460 Project: Religion Humanities 1 Contractor: Mickelson & Boas Masonry Structure: Chapel wails Location: to M.0 on GL 11.0 MATERIALS AND MIX DATA Report .,. Date, ..o.w# 8/5/96 File ....,,,P 6006 Invoice *.-960249 Reported by Falters ReadyitSupplier�.#.� {+y�� Walters Truck 1 T Icket No# f i' Admixtures , - P l -42 RC 95 Time Batched# i . . iw Slop 29 AM Specifications Required strength, t ' !f I Slump, in d Grout TempOF Air Temp O n/r (ASTM ?4 {ASTM si Ready Mix 7 day. -&*0 28 day.... 4000 FIELD TEST DATA. C-143) c -1o64} Prism Curing (ASTM C-1019) Field Cure, days . , . . Tamm T ;;rCTIM 0 - Grout Sampled, tested and Prisms Cast (ASTM 01019) Lab cure from: USing 4 masonry blocks Date Recel-ved.......,,8/4/96 Date Cast#.. 8/2/96 AM By B Sample No... 960514 LABORATORY TEST DATA (ASTMC-39) P i i- Dimensions ID Width 1 Width 2 (i.n) (in) 960514A 4`13 4*06 i 9605140 Avg Strength, Remarks psi = -Sec Total Area Load (sq ire) (lbs) 16,76 38440 0.00 Date Tested 8%9/96 830/'96 HOLD (28 day specimens only) Reviewed IDAHO -a WASHINGTON e OREGON # WYOMING a W Z,-,ol I lam J i Age comp Tested Str (dayn) (psi) 2290 28 0 MONTANA a UTAH a NEVADA Area Manager