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Home My WebLink AboutSTRATA - CONCRETE CYLINDER TEST REPORTS 20-29 - 97-00029 - Ricks College - Administration BuildingGEOTECHNICAL EN I fEERI fATERI L TESTING 4460 KIngs Way 13, h u b b u, Idaho 83 202 208 237-3400 1 Fax 20.8 237-3449 Report of Prof ect Contractor. Structure Location.. CONCRETE RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Administration Building Commercial General Slab on grade/Wall fags L A*5/9*0 Reported by Walters Mix No. �.. Sacks/CY....5641bs :Cemento*4...Ashgrove Admixtures,b*Prokrete CYLINDER QST REPORT MATEI S AND MIX DATA Ready Mix Type I' B j one Supplier. # . do . . 0 Method of Mixing. . Water Source • . . . . 000 ReportNo..,.20 Date, * * ..... ' /97 File * ....COLRIC Invoice T . ; 130-- 702 7 Walters Transit N/A Ready Mix City Well Specifications Required strength, psi Slump, ice -& -W _ - 7 day ir Cont, -- FIELD TEST DATA Slump, i .#. 3 (ASTM -143 Air Cont, ASTM C-231) Unit Wt.pcf (ASTM - . ) Cone Temp,OF 68, (ASTM -1064) Air T,'F 7 Ticket No. ..ii4*6600883 Time Batched.........2-s37 CY represented.*25 Water added, gal . . .. * . Concrete Sampled ASTM C-172), Cylinder Curia Ti C-31) tested, & Cylinders Cast ,T -1 Field Cur+ ...i Date Cast., 9/22/97 Tem Ran 0F.....60-80 Lab cure from. By B McGowan Dateawed.#,.....9/3/97 Sample No... .Cyl index ID 970240 Cylinder i am LABORATORY TEST DATA (ASTM C-39) Tota. Load 101240 Fracture Type i Coni -cal Reviewer Date Age comp Tested Tested Str (days) (psi) 9/29/97 7 3560 10/20/97 28 0 10/20/97 28 0 HOLD IDAHO * WASWT * OREGON # WYOMING 0- :MONTANA w UTAH -P NEVADA i GEOTECHNICAL ENGINEERING & MATERJALS TESTING 4460 Kings Way , r0hubbuck, 1dahc° 8.3202 208 237-3400 / Fax 208 237-3449 Report tot RICKS COLLEGE Report PHYSICAL PLANT BLDG D ........9/30/97 Rexburg, 83460 File o.....LI Invoice No.,1-97077 Project: i L tr tlBuilding Contractor: Commercial. General Structure: Slab on grade/Wall ftgs Loc ati- *# MAI S AND MIX DATA Reported alt Ready Mix Mi N f -9 -V a - � Sacks/ . + .. 1b Cement......Ashgrove Type I Admixtures. -Prok.rete N; MB .E 90 Cone Supplier. -W**0#* Method of Mixing Source. . o * * ..... Water Source. 0 * . Walters Trees i t N/A Ready Mix Specif ications Required strength,i Slump, in#,. 1- ir Cont, 3 +- 1 28 day... w e 4000 F.IELD TEST DATA slump, i. . ., 3 (ASTM C-143) Truck NoA... Air Cont, ASTM C-231) � Ticket N . * * * ... . Unit Wt, pcf - (ASTM --138) Time Batched*.....*. M Cone Temp, OF 68(ASTM -1064) No. CY represented Air T,'E 70 Water added., gal..... Concrete Sampled (ASTM -1 Cylinder curing ASTM C-31) t , . finder Cast (ASTM - F1'-eld Cure, days .. i . # J Date cast o a 9/22/97 @ Temp Range, O ' • .. . . 60-80 T .. 3:10 PM Lab cure By ** McGowan Date .....00/23/97 LABORATORY TEST DATA Sample . ,.. 970240 ASTMC-39) 1 D Cylinder Diam (inches) -Sec Area (sq ire) Total Load (lbs) Fracture Type 70240A 6.02 28*46 101240 Conical 970240B 6.02 28,46 118320 Conical 9.702400 6*02 28.*46 115000 conical D t Reviewed Date Tested 9/29/97 Zd/2{i/97 10/20/97 Age comp Tested Str (days) (PSO) IDAHO * WASHIN TO OREGON • WYOMING e MONTANA* UTAH * NEVADA 3560 2 8 4160 28 4040 HOLD i GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Fn Way x Chtibbuck, Idaho 83202 208 -3400 / Fax 208 7.3449 CONCRETE CYLINDER TEST REPORT Report t: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Prof AdministrationBuildi'ng Contractor: COMmercial General Structures Slab on grade/Wall ftgs Location: Reporte6 by Walters Mix * .090513 smocks f-0.0 564lbs Cemen-9*0&.-Ashgrove Admixtu e * MATERIALS AND MIX DATA Ready. MSX Type I No M Ccnc Siapplier.��#. Method fix * Agg Source. lb Water Source.;..��. Report No.0.20 Date..•.9*af o 9/3 0/9 7 File Nw . ... COL Invoice Noe. 130-970277 Walters Transit N/A C.Ity well a Mix Air Cont, % 3 +/- 28 day..... 4000 FIELD TEST DATA slump, in... 3 (ASTM C-1 . Air Cont, ASTM C-231) Unit Weir pcf - (ASTMC-138) Conc T (ASTM -1064 Air Temp,OF -70 Truck No. 46.060*409034 Ticket Noe *..6A&*. -1h-8839 Time td. * . # * . . . i. represented,. . 0 Water added, a l . . * .. PM Concrete Sampled (ASTM C-172). Cylinder Cur'ng (ASTM C-31) Cylinders Cash (ASTM C-31) I Date Cast... 9/22/9-7 Field Curer days. -,,,.I Ti t.10 Pm @ Temp Range, *..#.60_80 By B Lab cure from: Received, 9 /2 3/9 7 Sample No.0.0 970240 Cylinder Cylinder D D i (inches) 970240A 6*02 970240B 6*02 9702400 702 LABORATORY TEST DATA (ASTM C-39) X -Sec Area (Sq in) 28.46 Total Load (lbs) 101240 I4(3360 -132900 Fracture Type Conical. Conical Conical Rw�Lewed Date Testedh 9/29/97 ZO/24/97 10/20f97 JDAH13 0 WASHINGiTON n OREGON 0 WYOMING 6 MONTANA a Age comp T sten Str (days) 3560 28 4930 28 4670 HOLD GEOTECHNICAL ENGINEERING & MATERtALS TESTING 4460 Kings a thubLif Idaho 83202 208 237-3400 Fax 208 237-3449 Report :. ProDect-: Contractor* Structure. scat -L: CONCRIETE CYLINDER ST REPORT RICKS COLLEGE rI�ToICI� YLINT ILDC Rexburg, ID 83460 Adm inistratiBuilding Commercial General Foundation Wall L *0/8.0 Reported by Wal -'[r sacks/CY.....5641hs CeMent*qP&M*&A9hgrove Admixtures... - Prokrete MATERIALS AND MIX DATA Ready Mix Type I N MB AE 90 Cone Supplier. Methodang, Agg Source. Water. .. Re ort No Date.&&*...,,9/30/97 File *.iwtI Invoice No . * 130-970277 Walters Transit N/A Ready 1-X City Well Spec L i- f i Required t t. ., ps,.L Air Gong 7 day. o 28day 0 a 4000 FIELD TEST DATA Slump, i* . * 8 (.STM -143) Truck No,, f Air Cont, * (ASTM C- 1 )41 Unit Wt, pcf _ C-138) Tacket No* Cone T,OF ASTM- Time Batched*#i.�*w&.* AM Air ,O rr...1 Water added ., gal.. . Concrete Sampled (ASTM C-172), Cylinder Curing tested, & Cylinders Cast (ASTM C-31) Field (ASTM C-31) Date Cast, # ', ay .. *. # Time Temp Range . *. . . . 60_8 Lab Cure from. By . McGowan Date Received.......49/25/97 Sample o* 0 . Cylinder D 970244 lr Diam (inches) LABORATORY TEST DATA (ASTM C-39) -Sec Area J -n) (sq Fracture Type 970244A 6.02 28-46 106480 Conical 970244B 6oG2 28*46 139100 Conical 970244C 6.02 28-46 137340 Conical 9702440 r 10 H0 -' WASHINGTON R Oo WYOMING 0 Date Tested zo/1/s7 10/22/97 10/22/97 Age ComTested Strb (days) (psi) 3740 28 4890 28 4830 HOLD E1rA'FM"_ GEOTECHNICAL 2NGINEERING &MATERIALS TESTING 4460 Kings Way , ChubbuCk, Idaho 83202 8 237-3400 / Fax 208 237-3449 "RETE CYLI.NDER TEST SPORT Report t: RICKS COLLEGE PHYSICAL 'LT BLDG Rexburg, 183460 Project , Administration Building Contractor.* mmis l General Structure; Foundation Wall Location* L T.0/8.0 Reported by Walter Mix No. ....51 Sacks/CY.. # .* lis area n it: ,� * . * Ashgrove Admixtures . - .t MATERIALS AND MIX DATA Reay Mix Cone Supplier, . i db Method of Mixing.... W'L_� e Souk cIV 1 0 W # 0 0 } Report N ...21 t e4IW9rt*#*%9/30/97 File No.....COLRIC Invoice ov. 1 -970277 Walkers Transit N/A Rudy city well Specifications Requl"_red strength, psi Slump, ..,., 8 max Air Cont, +/- 7 28 day, . i 4000 ILD TEST DATA 1 ump, - 143) TruCk No4, 0 0 0 Air Cont,, % 4.0 (ASTM C-231) Ticket No.. 3 Unit Wt, PCS 'TI -18 ) 890 Cone Temp, O (ASTM -106 * ... . . . AM 4 O Water added, gal . . . Concrete Sampled (ASTM C-172), Cyl'nder tested,Cylinders Cast i(ASTM 1 Date Cast 9/24/9 Time 10-45 AM @ Temp Range, O#....60 - Lab cure from: B -y B McGowan Date Received...,,,,.,,,9/25/97 Sample No,, ,, tCyl index ID 97a244A 97C7244B 9iD244C 970244D 970244 Cylinder iam (inches) LAbURATORY TEST DATA (ASTM C-39) -Sec Area (sq in) 4* Q-00 0.00 Total Load (lbs) 10548(3 Fracture Type Conical Rev .� -� da IDAHO a WASHINGTON -a OREGON & WYOMING MONTANA Date Tested 10/1/97 1af22/97 10/22,I97 .Age coma Tested Str (days) <Fe4 4 7 3740 28 0 28 0 HOLD GEOTECHNICAL ENGINEERING & MATERIALS TETJ NG 4460 Kings 'Nay , Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 Report t Pro i t Contractor Structure,, Location. RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID $340 AdmInistrat ion Building Commercial Genera. Foun 'ion Wall L S.019,0 Reported by Walters Mix Sacks/cy....1b Cement0.0#0*Ashgrove Admo MATERIALS AND MIX DATA Ready mix Type I 4 MB AE 90 Conc Suppl1 Me+Cphod ofAgg Source,��,.* Water Source. 0 ReportNo...22 Date. & r s -r, * -w v 9/3 0/9 7 File No.. .- L Invoice No..;970277 Walters Tr c-x'N/A Ready mix City Well SpecifiRequired i- . . . mix Slump,d strength, Air Cont, 3 7 daye#64 28 day. . 4000 FIELDE DATA Slum -n,, 7 (ASTMk Air Cont, ASTM 'nit - ASTM Conte Temp ,. c168 ASTM Air Temp,OF 68 C-143)'truck C-2 3 1) Ticket No m.4.4..8911 C-138) Time Batchedw*Vlss*..10:44 Am C-1064) Now CY represented...10 Water added, gal.*0000 Concrete Sampled (ASTM - ee f & CylindersCast _ 1)Curing (ASTMC-31) ate Cast,* Field Cure, days . ; ... 1 Time ii.o-30 Am @ Temp Range, OF.....60-80 Lab By B cure from: McGowan e Received # * * ' Sample No.ve Cylinder ID 70245.x. 2 9702450 2 970245 Cylinder Diam (inches) 6.02 6.02 6.02 5 11,PWt3RAT4RY TEST DATA (ASTM C-39) 2846 , 46 28-46 Total Load (lbs) 9585 132680 125360 Fracture Type Conical Conical Conical Reviewed IDAHO i WASHINGTON a OREGON a WYOWNG 0 MONTANA Date Tested 1aI1/97 30/2/97 1Q/22/97 46 UTAH 0 NEVADA Tested qtr days -i 3370 28 4660 28 40-0 HOLD GEOTECHNICAL ENGINEERING MATERIALS TESTING 4460 Kings Way �3, Chubbuck, Idaho 83202 P )JI-11do / I [V 9 9 9 _91JQ CORE CYLINDER TEST SPORT IV RICKS COLLEGE PHYSICAL PLAN" BLDG ID 83460 Project* n ration Building Contractors Commercial General St ru Foundation Wali. Location: L 9 Reported by Welters Mix No. 0.0*0 Sacks/Cy ,■..0l Cementoo*m.. Ashgrove AdmixturesbaProkrete MATI Ready Mix Type I N MB AE 90 AND M1 X DATA Cone Suppl ier. 0 f• .0 qh f Method of Mixing.a06 Water Source........ Report No,,,,,2 Date........9/30/97 File None...COLRIC Invoice No..130-970277 Walters Tran S 1. t N/A Ready Mix City Weil Specifications Required strength, ps Slump, n. * # 8 max Air Cont, 3 + day28 f * f a day w a ■ o 4000 FIELD TEST DATA Slump, .L. .*a. (ASTM 0--143 Air Cont, (.ASTM -231 Unit Wt., PCf - ASTMC-138) Cone Tempi (ASTMC-1064) Air Temp,OF 68 Trod. No. *.* *..##q 8V i s * * a f 0# f. 4* 1 Time Batchedowpoe....10:44 AM No. CY represented.,,. 1: Water added a l . . f . Concrete Sampled (ASTM C-172). Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM C-31) Field. Date Cast,, . 9/24/97 @ Temp Range, Time .. 11 4:30 AM Lab cure from& By 9.0 B McGowanReceived.Date Sample 702453 9702450 97024.E Cylinder (inches) LABORATORY TEST DATA (ASTM C-39) X -Sec Area (sq in) - 46 0100 3370 0.00 0 Total Load (lbs) 95860 Fracture Type Conical Rev i ewe IDAHO . WASHINGTON * OREGON - WYOVING a MONTANA Date Tested 10/1/ 1or2z/g7 1D/22/97 Age Comp Tested Str (days) (psi) � 3370 28 0 28 0 I40LD GEOTECHNICAL ENGWEERING & WTER�ALS TE TJN 4460 KingsWay a ] h ub bup Idaho 83202 0 237-3400 ' Fax 208 -3449 Report t Proj ect: Contractor. Structure: Loc ion RICKS COLLEGE PHYSICAL PANT BLDG Rexburg, ID g3460 Administrat'ion Bu idi mmr1I General Slab over Pipe Tunnel G/L .*0/6.5 Reported by Walters Mix -. Q....513 Sacks ... . * lbs Ceme*1V.o*Ashgrove Admix.# MATERIALS AND MIX DATA Type I Cone Supplier..*..*. Method of Mixing.... Source.......... Water Source.. .&*0.0# ReportNo,,,,23 Date. ip * . is is• * i 9/30/97 Invoice No. -.130-970277 Walters TransN/A? Ready Mix Specif ications Required strength.. psi i #.1, 8 maw FIELD DATA Slump, 'in.... .STM -143 Air Cont, 4*0- (ASTM -231 Ute. it Wt, pcf - (ASTM C-138) Conc Temp -1064 Air Temp,OF 66 Truck No.#��..., Ticket Noe eWG**a*&Ra8915 Time Batched.*W*..h.&@11: No .- CY represented , # % 1 Water added. gal. e * . . Concrete Sampled (ASTM C-172) r Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM --1) Field Date Cast., 9/2'4/97 @ Temp Range, 0F.....60--80 Time .., 12 4*0 15 PM Lab cur from: By . ip B McGowanDate Recei-ved. a 6 R9/25/97• Sample -*-sob 970246 rCylinder Cylinder ID Diam aches 970246A 6.02 970246B 6.02. 9702460 970248E 70246E LABORATORY TEST DATA (ASTM C-39) -Sec Area Ln) 28.46 28.46 Str (days) f 00 0*00 1530 0.00 2640 Total Load 43620 75080 IDAHO i WASHINGTON -0 OREGON Fracture T. Conical Conical 0WYOMING HL MONTANA Date Tested -' UTAH 0 NEVADA Tested Str (days) 1530 2640 28 0 28 0 HOLD -' UTAH 0 NEVADA i GEOTECHINICAL ENGINEERING 8 MATERIALS 'iESiINC, 44w Niflp My 13, GrIuAct &N 8320 208 237-3400 1 Fax 248 237-3449 Report tow RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Pro i ect: Contractor* Stru.cture. LP Administration Building Commercial General Slab r P*pe Tunnel L x:.0/6* MATERIALS AND MIX DATA Reported by Walters Ready Mix Mix -W 4006513 al.564lbs Cemen-E*jW.***Ashgrove Type I Admixtures *.r * MB 90 Conc Supp I ier f 4 . # . * a Method of Mixing. Water Source...fa6�f Report #1, Date & & . # 4 # , . 7 File * a a . * COLRIC InvoiceNo..130-970277 Walters Ready Mix Transit N/A City Well Spec i . J i 10 Slump, in,,,, 8 max red strength, psi- 7 day. * ''ILD TEST DATA Slump, in... 8 (ASTMC-143) Air Cont, o (ASTM -231) Unit C-138. Cone Temp,OF (ASTM -1064 Air Temp,OF Triick No. Ticket * .&**4vq%*.*8915 Time Batchedwo4do.....11:30 AM No. CY represented*..1 Grater addedf 1 ,. . ,.. . Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM - Field Cure, days Date Cast, 9/24/97 Temp Range Ti -me -1 Lab cure from,: By 3 McGowan Date Received........9/25/97 Sample No.,... 970246 LABORATORY TEST DATA (ASTM C-39) Cylinder Cylinder X -Sec Total Fracture Date Age COMP ID Diam Area Load Type Tested Tested Str (inches) "n) (lbs (psi) i� *02 28-46 43620 Conical 9/26/97 2 9702463 6*02 28-46 5080 Comical 9/29/97 5 2640 970246C 6.02 26*46 84940 conical 10/1/97 7 2980 97024,6D 6*02 28-@46 14020 Conical 10/22/97 28 4010 970,24GE 6--02 28-46 115580 conical 10/22/97 28 4060 HOLD IDAHO WASHINGTON Rev i 10 0 OREGON * WYOMING - MONTANA 0 UTAH * NEVADA i ETEHIL ENGINEERING & MATERIALS TESTING 4460 Kings day#3, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 -3449 CONCRETE CYLINDER TES's REPORT Report 6 RICKS COLLEGE PHYSICAL PLANT BLD Rexburg, ID 83460 Pro i t Contractor: Structure: Loc i n Administration B _a.. l i n Commercial General Slab over pipe Tunnel /L R. 0/6. 5 Reported by Walters Mix No. #.&&i ..#.. Admioort .ATTRS ANDMIX DATA Ready min Type { M3 A Cone Suppit.... Method of Mixing.Agg ... . Source..-,,,,,,,,,,, Reporto.,,.23 Date i 0 # i a # 9/ 30/9 j" -I . ,.# # .ISI Invoice . . 130-9 702 " Waters Transit NIA Ready J_ City Ile -112. Specif'ications Required strength, psi Slump, in,,,.. 8 max 7 day.... Air Coni +/- 28 4000 re + �•� �^ 3� � s �� i �} _ - - � � _ .yy�. : �� : it � �. �.a..reu �.® a� -� �. s : �4 H� � 1T! !7f ii7i � i #b iY � �i -I.In� .�1A i it �! i FIELD TEST DATA Slump, in& -&. ASTM C-143) r Air Cont(ASTM C-231) unit "PCf _ (ASTM -138 Cone T,OF 64 (ASTM! -1064 Air Temp F 66 Truck i # . i # • f •. * . f Ticket No. 940a#*40448915 Time Batched,.......11*30 AM . CY represented...10 Water added, al . * . Concrete Sampled (ASTM C,172). Cylinder Curin to t Cylinders AT Date Cast,,, Cure,Field days . . . . . 1 Time .. 12:15 @ Temp ' . . . ,. ,. 60-80 By ow B McGowan Lab cure from: Date Received........9/25/97 _ -a+� � - � �.� � �rr.r - �� •�. � �t ti �, ...�_ �� r ,� _ �r � � � i � � aF � �. �- � �s - �.. 1+h1t •- � � �t � � ..� � �� .--�� s: � �.: �� a.� SaMpleo.. 970246 .Cylinder Cylinder Diam (inches) 'A 6e02 B 6.02 97024606*02 970246E LABORATORY TEST DATA (.ASTM C-39) X -Sem Area (sq in) Total Load (lbs) 43620 75080 84940 IDAHO * WASHiNGTON -6 OREGON Fracture Type. rel Conical n.i i GEOTECHNICAL EN(31NEERJNG & MATFRIALS TESTING 4460 Kings Way , Chubbuck, Idaho 83202 208 - Fax 208 237-3449 CONTE CYLINDER T REPORT Report to ; RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 8346Q Pro jectd, Administration Building Contractor: Commercial Genera Structure: Column Location: G/L F-0/6*0 Reported by Walters Mix Sacks . -,. CementowwaseAshgrove Admixtures*&Prokrete MATERIALS AND MIX DATA Ready Mix Type I Cone Supplier.# � . Method of MIxI.... Agg Source * 90 Water Source. * . . # a . * Report W824 Date#...*#..9/30/97 File *o...LC Invoices , # 1 - 702 7 Walters Transit NIA Ready Mix C-Lty Well Required1. in... 8 maw 7 day. Air Cont, % 3 +/- 28 day.... 4000 FIELD TEST DATA ,.a 7 (ASTM -143) Air Cont, (ASTM -231 Unit Wt, pcf (ASTM C-138) Cone Temp 0 ASTMC-1064) Air Temp,OF 68 Truck No. i # * 0 # # q ! * i q Ticket No., , . V * 6 * . W & @ 8934 Time Bat d ffi & ... . . . ,.,, * CY representedS....3 Water df gal*.... Concrete Sampled (ASTM C -172)t Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM C-31) Field Cure, days.....1 Date Cast. , 9/24/97 @ Temp Range. OF * 4 4P a* 60-80 Time .. Lab McGowan Date Received. . . .. * . . 9/.5/97 Sample .. . . Cylinder I 'B 9702470 970247D 970247 Cylinder iam (inches) LABORATORY TEST DATA {ASTM G-39} X -Sec Area (sq in) Tota Load (ibs) Fracture Type Rev i Date Tested 1/1/97 10/22/7 9 10/22/97 IDAHO HIN TC)0 OREGON - WYOMING 0 MONTANA * UTAH -v NEVAIM .age Comp Tested Stn (da -vs 4030 28 6070 28 5840 HOLD .02 28-46 114820 Conical 6.02 28-v46 172740 Conical o02 28-46 166300 Conical Rev i Date Tested 1/1/97 10/22/7 9 10/22/97 IDAHO HIN TC)0 OREGON - WYOMING 0 MONTANA * UTAH -v NEVAIM .age Comp Tested Stn (da -vs 4030 28 6070 28 5840 HOLD i E TE H rP L ENGINEE;RING & MATERIALS TESTING 4460 Kings Way , Chubbuck3 Idaho 83202 208 237-3400 Fax 208 237-3449 Report RICKS COLLEGE .PHYSICAL PLANT BLDG Rexburg, TD 83460 Pi ect : AdminiStration Building Contractor: St rix lump Location.FwO/660 Reported by Walters Mix No,. #...110 x.6,1. Cement-90w*e Admixtures.-Prokrete BINDER TEST REPORT MATERIALS AND MIX DATA. Ready Mix Type I 9 MB AE Conel ier . Method of M-ixj-ng�� Water Source. } f -W f s 0 . Report No.. . Date.. .. G & * 1W *,o 9/30/9 7 File TO .G . ,. Invoice No.-130-97027 Walters TiN/A - Cl-ty Well fix Specifications Required strength, psi i- -. 4. 1. 8 max Air Cont + day w a 0 s 28 dad . 4000 FIELD TEST DATA i-6,& 7 (ASTM —143) Air Cont, % 3.9 (ASTM C— ni (ASTM -138 Cone Tempi (ASTM -1064 Air Temp,OF 68 Truck . ,,,,,,,,, , + * Ticked. No. Time tai..... `.#..4:40 Noe CY represented.l.,.3 Water addedr gal..*... PM Concrete Sampled (ASTM C-172), Cylinder tested, Cylinders Cast �(ASTM C-31) Date Cast.. FieldCure, days.*#..1 Time Temp Range . .60-80 By B McGowan Lab cure from; Date Received,...*#..9/25/97 Sample , , ,, *CY1.r ID 970247. 7B 702470 702 970247 LABORATORY TEST DATA (ASTM C-39) -Sec comp Area Str (Sq in) 28.46 4030 .*0 0 0.00 0 Total Load (lbs) 11482Q Fracture Type -M_. ____ Conical Reviewed IDAHO a WASHINGTON f OREGON & WYOMING 0 MON N Date Tested 10/1/97 10/22/97 10122/97 Age comp Tested Str (days) (psi) 4030 28 0 28 0 HOLD UTAH -8 NEVADA AK GEOTECHNICAL EN INEERI & MATERIALS TESTING 4460 Kings Way , Chubbuck, Idaho 832.02 208 237-3400 Fax 208 237-3449 CONCRE CYLINDER TEST REPORT depart to! RACKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 8346Q :fro i ect: Contractor. rres Location . dmn -it at ion Bua".Iding Commercial General Columns L Hoo Reported by Walters .1 o* #.**513 sack ..0a 5641,bs * #1A -Ashgrove Admixturesooprokrete MATERIALS AND MIX DATA Ready Mix Type T Cone Suppler...,.*** Method Mix -n AggSource a * # i f W iYr s i Water source........ ReportNo...25 Date.e ........ , 30/97 File Not # * * *I Invoice No..130-970277 Walters Transit N/A Ready Mix City Well pec i ions Required strength, l Slump, in... . A -"Lr Cont, % 3 +/- 28 day..,.. 4000 FIELD TEST DATA Slump, ... 7 (ASTMC-143) Air Cont, % 4.0 (ASTM C-231) Unit Wt. (ASTM C-138) Conc Temp,OF (ASTM -1 Air Temp,OF 68 Truck No..�. Ticket NoS *00060x.*98989 Time * * 2 No. r r .. . Water added, gal . ,.# * . Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) tested, & Cylinders Cast TM -Field Date Cast., 9/25/97 @ Temp Range. OF 60-8 0 Time V. f Lab cure from: By B McGowan Date Received,..#..**9/26/97 Sample No... Cylinder I B 970,2490 970249 Cylinder i m m 6*02 6 02 602 LABORATORY TEST DATA (ASTM C-39) X -Sec Area (sq 1"n) Total Load 5 73160 82380 9072 Fracture Type Conical Conical Conj-cal Rev Date Tested 9/26/97 g/27/g7 9/28/97 I0/23/97 Age 6 28-46 Stn [days) 46 0000 2570 Total Load 5 73160 82380 9072 Fracture Type Conical Conical Conj-cal Rev Date Tested 9/26/97 g/27/g7 9/28/97 I0/23/97 Age comp Tested Stn [days) If %psi) 2570 890 190 28 0 IDAHO # WASHINGTON a O E ON 6 WYOMING MONTANA # UTAH # NEVA i GEOTECHNICAL ENGINEERING a MATERIALSTESTING. 4460 rings Way }hubbL-a Idaho 83202 208 -3400 / Fax 208 237-3449 CONCRE CYLINDER REPORT Report RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, T 83460 Pro3ect, contractor Structure; Location.. Administratl'on Building Commerc it General Columns /L *0 Reported by Walters Mix N. ,w&i1 Sacks/CY....S641bs Cement�e+w##Ashgrove Admixtures . MATERIALS AND MIX DATA Read. 2 - Type I N- MB AE 90 Conc supplier....... Method of Mix...'! -ng Agg source. .-M.0#i*, Water Source. &..* Report No...25 Date...,,*#.,,9/30/97 Pile N..#..COLIC Invoice No* 0 13-9702 Waters 1p-f- .-ansit N/A Ready Mix C-Ity Well Speciftcations RequiLred. Slump, i.. 8 maw 7 day. FIELD DATA Slump, Air Cont, TM C-23 1 Un 1 (ASTMC-138) Cone Temp,OF64 (ASTM C-1064 A14r Temp,,OF 68 Truck No. Ticket Nb,, Mme Bitched , . . f .. i .. . N. CY represented...3.5 Water l 0•6a M1 Concrete Sampled (ASTM C-172). Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM C-3 1) Field Cure, days......1 Date Cast... 9/25/97 @ Temp Range, OF......60-80 Time ip By BA'McGowan Lab cure from. Date Rece1'-ved.1.,,,,,,,9/26/97 Sample No... 970249 LABORATORY TEST DATA (ASTM C-39) l -ir Cylinder X -Sec Total Fra cture Date Aqe .iam Area Load Type Tested Tested Str (inche - s) (sq - in) (lbs) (days) (psi) 6.02 73160 Conical 9/26/97 IL 2570 9702493 6602 28-46 82380 Conical 9/27/97 2 2890 970249C 6.02 28,t46 90720 Conical 9/28/97 3 31130 970249D 6.02 28-46 134000 Conical 10/23/97 28 4710 IDAHO & WASHINGTOfV Revie4ed by OREGON -*WYOMING f 0 MONTANA UTAH - NEVADA 0 i GEOTECHNfCAL ENGINEERING & MATEP31ALS TESTING 4460 ing Way .46, Chubbuck, Idaho 83202 0 23-7-'13`400 / Fax 208 237-3449 Report to! Project Contractor: Structure. Loc ire �I�us �azz�GE tHYSICAL Rexburg, 'CONCRETE CYLINDER TEST REPORT PLANT BLDG ID 83460 Adm ire ' rat ionBuj`-lding Commercial General Columns G/L A,0/3.0 fflli-TERIALS AND MIX DAT.:G-� Reported by Walters Ready Mix M 11 ii Sacks5 64 lbs Cementoome-eaAshgrove 'hype I Admixtures * # t Conc l Method of Mixing. Agg Source, Water Source........ RcDutt 000018 Date........10/9/97 File NOOSMOOCOLRIC Invoice ..1-970292 Waiters Transit N/A Ready Mix city well Specif ions Required strength, i * e s 8 maw #* 28 day.... 4000 FIELD DATA in.,,, 6 (ASTM -143) Truck Air Cont, % 3. 8 (ASTM C-23.1) T.Lcket No. *6090*&* 9*9209 Unit Wt. pcf (ASTM C-138) Time, Batched . a a 0 4 6 * * 9: 43 AM Conc Temp,OF 66 (ASTM 1064' Air Temp,OF so Water added Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) jested, & CylindersCast (ASTM C-31) Field Cur days.....1 Date Cast, 10/2/97 Time .. 10:10 AM @ Temp Ranger `F,,,...,.60-80 Lab cure from: By 00_ Received........10/3/97 Sample ... Cylinder I 9702560 970256 Cylinder (incheo 6.02 6*02 6.02 IDAHO 46 LABORATORY TEST DATA (ASTM C-39) X -Sec Area (sq in) 28*46 28*46 312 28.46 4470 Total Load (lbs) $$720 127220 129640 Fracture Type Con' -.l Conical Conical Review by Dat Tested 10/9/97 10/30/97 10/3Q,/97 WASHINGTON & OREGON * WYOMING 6' M0NTANA a UTAH Age COMP Tested (days)(PSI-) 312 28 4470 28 45.50 HOLD GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way 43, Chubbuck, Idaho 83202 20B 237 - - Report t* Pro Contractor Structure.. LocationIs M "rK 1i fit [115,111IN1111111IM1 MU RISKS COLLEGE PHYSICAL PLANT BLDG Rexburg, 183460 Administration B ld' Commercial General ncj Columns L . . w Reported by Walters Mix N. Sacks..564lbs Cement ,,, * . , ,. Ashgrove Admixtures*aProkrete MATERIA.LS AND MIX DATA Ready Mix Type I MB AE Conc Supplier....... Method + . # . . Agg ,, Water Source*#��** Report No,,,.26 Date..,., ,..10/9,97 File N*#0.-LI Invoice N.,.130 970292 Walters Transit N/A Ready Mix City Well Spec i f icat ions Required Slump, ire. ; * 8 maw 7 day. Air Cont, - __28 day.... 4000 FIELD TEST DATA Slump,r a6 (ASTM C-143) Truck No. Air Cont, ASTM C-231) Ticket No. Unit Wt, PCf - (ASTM C-138) 9209 Conc Temp,OF 66 (ASTM Air Orepresented. . e 1 Water added{ gal....,. Concrete Sampled (ASTM C-172). Cyi'nder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM C-31) Date Cast... 10/2/97 Field Cure, days*....1 Time % -W 10:10 AM @ "hemp Range, F 60_80 By so B McGowan Lab cure from: Date deceived . * . . . . ! . 1 1 Sample ... l inder TD B S 970256 Cylinder iam (inches) 6.02 LABORATORY TEST DATA (ASTM C-39) -Sec Are (sq in) 28-46 0.00 * 00 Total Load (abs) 88720 Fracture Type conical Reviowed IDAHO . WASHINGTON * OREGON # WYOMIN13 s MONTANA Date Tested. 10/9Ig7 ln/3a/97 10/30/97 a UTAH 0 Age Comp Tested Str (days) (psi) 3120 28 0 28 0 HOLD NEVADA IK GEOTECHNICAL ENGINEERI G & MATERIALS TE TE 4460 Kings Way , Chubbuck, Idaho 83202 208 237- 0 Fax 208 237-3449 Report t: Project. COntractorl. Structure Location* .CONCRETE CYLINDER QST REPORT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg,, ID 83460 AdminIstrat lion Building Commercial General Columns G/L * 0/-14 Reported by Falters Mix. o . . -w 1 Sacks/CY,9010*5641bs Cement i .. 6 . -Vhe Admixtures #0 Prokrete MATERIALS AND MIX DATA Ready Mix Type I Cone Supplier. Method f* x' Water Source. . * .0. W 0 a ReportNo....27 te....*. ,10/9/97 File .....I Invoice .1-970292 Walters Transit N/A Ready Mix CIty Well Specifl"cations Required strength, psi i Air Cont, _ 28 day. 4000 FIELD, TET DATA slump, inobso 7 (ASTM C-143) Air Cont, (ASTMC-231) Unit Wt, pcf - (ASTM -138 Cone Temp,OF 68 (ASTMC-1064) Air Temp,OF 50 Truck No. TicketNoW .... Time Batched * . * # ....11-01 No- CY represented....1 Water addedr 1.... * .. Concrete Sampled (ASTM C-172) f Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM - Field Cur Date T Cast'.. 10/2/97 @ Temp Range, 0F.....60-80 J_me 11:40 Am Lab cure frome By B McGowan Date i . . . f . i i * 1, 0 f ++ 3/97 -�►__��_.�.__��_. �t�r� _.��._ �_4'! +�,�-�i�� ,��_+...ti.=_.Y+r=� mar=--- Sample N., , ,, 1 -ID nder 702 970257 Cylinder Di -am (inches) 6.02 6.02 6.02 LABORATORY 'PEST DATA (ASTM C-39) X -Sec Area (sq 'in) 28.46 2.8.46 28-46 Total Load (lbs) 92620 130840 137720 Fracture Type Conical Comical Conical Reviewed IDAHO *WASHINGTON * OREGON * WYOMING a MONTANA Date Tested 1olgrg7 10/30/9 7 lU/3Q/97 UTAH a NEVADA Age COMP Tested Str (days) (psi) ? 3250 28 4600 2$ 4840 HOLD 4460 Kings.� , Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 CONCRETE CYLINDER TEST REPORT Report to: RICKs COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Building Contractor: Cormercial General Structure: Clumps Location: L o Reported by falters I 's **e*513 .Sacks/cy....5641bs Cemenq..6.q. Admixtures-9-Prokrete MATERIALS ALND MIX DATA Ready Mix Type I B one Supplier'. Method fj x4 , ng 0 6 Agg Source,Water .#.*.* Source. .*# ReportNo,,.27 Date..,,,,,,, 10/9/97 File ....LI Invoice Noe . 130-9,702,92 Walters Transit iV f A Ready Ml* cl-ty well Spec i is a Required strength i Slump, in,,.,, max Aicont, � 28 dad -4.000 FIELD TEST DATA slump{ i.... 7 (ASTM -143 ) Truck No. (ASTM -231) Ticket unit Wto' PCf - (ASTM C-138) 00000*0009218 Conc Temp OF m -166**-.0#..: 1 AM 64) No, CY represented.,..10 Concrete Sampled(ASTM C-172), P tested, & Cylinders Cast (ASTM C-31) Cylinder Curing (ASTM C-31) Date Cast. 1 FieldCure{ days...... Time 1-1-40 AM @ Temp Range, 0F.....60-80 By -Lab cure from: _McGowanDate . . 1 0/3/9 Lam . TEST ,. Sample ��. 970257 (ASTMC-39) l index D 9702 2 9702570 702 7D l index D L am inches 6*02 -Sec Area (sq in) * 46 0.00 0.000 Total L. (Ibs) '92620 Fracture Type. Conical Date Tested iol9lg7 10/3aI97 Yo/3n/s7 IDAHO 'D WASHINGTON -a OREGON - WYOWNG a' .age camp Tested Str (days) (psi) 3250 28 0 28 0 HOLD mmr�Ap-= EOTE HN;CAL ENGINEERING & MATERIALS TESTING 4460 Kings Way , ChubbuGk, 1�aho 83202 208 237-3400 / Fax 208 237-3449 Report Prof t Contractor: Structure., 2- x CONCRE CYLINDER TEST REPORT RICKS COLLEGE PHYSICAL PLAN'S BLDG Rexburg, ID 83460 Administration Building Commercial General Columns L . MATERIALS AND MIX DATA Reported by Walters Ready z Mix No. 513 Sacks,... Cement e , m . o .Ashgrove Type I Admixtur6#r Cone Supp 1 ier # f * V 0 Method of Mix.L*nq qi�.0W Agg Source.#**+00*9, Watert....... Spec i f is i ons Required in. . . 8 maw FIELD TEST DATA Slump, in..... 7.5 (ASTM -143 Air Cont, * (ASTM -231 Unit Wt, PCf - (ASTMC-138) Conc ,O64 (ASTM -1064 Air Temp,OF s Report #.* Date*,,#,,,,10/9/97 File No.....COLRTC Invoice .,.130-970292 Walters Transit N/A City Well J - Truck _t��_� lLf 4 f # Time Batcheda*......-.1:08 AM No. CY represented,..., 1 . Water added , gal. * a Concrete Sampled (ASTM C-1,72). Cylinder Curing (ASTM C-31) tested, & Cylinders . ASTM C-31) F1-eld Cures Date Cast. , 10/2/97 @ Temp Range, OF......60-80 Time 10-40 PM Lab cure from - By B McGowan 9 Date Receiveda-010/3/97 Sample No.... 9702SB LABORATORY TEST DATA (ASTM C-39) yr D 7 9702580 l inder iam (inches) 6.02 6 02 6.02 -Sec Area (sq in) 28446 28-m46 28 -b 46 Total Load (lbs) 86880 127900 128120 Fracture Type Conical Conical Conical IDAHO a WASHINGTON * OREGON * WYOMING e MONTANA Date Tested. 10%9/97 10/30/97 zol3ol97 Age Comp Tested Str (days) (psi) 7 3050 2s 44,90 2$ 4500 HOLD i GEOTEGHNICAL ENGINEERING & AkTERIAL TP -STING 4460 Kings Way , Chubbuck, Idaho 83.202 208 237-3400 Fax 208 237-3449 CONCRE CYLINDER T REPORT Report COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Project4 Administration Building Contractor.* Structure*, Columns Location: w . Reported by Walters Mix No. .*00513 a -6. * 4lbs Cement**...Ashgrove MATERIALS AND MIX DATA Ready mj Type MB AE 9 0 Conc Supplier. Method of mixing, AggSource. Water Source........ Report No....28 Date. 0 0 4 * E * 0 10/9/97 File No*....COLRIC Invoice #..130-970292 Walters Transit N/A Ready Mix City Well Specifications Required strength, psi j-. . ,, .8 max it Cont, day.... 28 day. 4000 FIELD TEST DATA - Slump, 1 (ASTM -14 r Truck j -r Cont, 4.0 (ASTM 0-2 31 ) Tic20 Unit Wt, pcf (.STM -138) 06 * . . # . . - . 922 5 Cork Temp,OF 64 (ASTM -1064Batched......Time . # . 1: AM Air Temp presented e . . 1 Water added, : * . . Conc-rete Sampled ASTMC-172). tested, r der Field Cure, r .ASTM C-31. (ASTM Date cast,,, 10/2/97 @ Temp Range, 0F.....60-80 Time 1By :40 McGowan Lab cure from,. Date Received. 10/3/97 Sample No.... Cylinder I 702 902 970258 Cylinder is (inches) �HbcaxxTDRY TEST DATA (ASTM C-39) -Sec Area (sq in) 28*46 0.00 0600 Total Load (lbs) 86880 Fracture Type Conical Reviewer - Date Age Com Tested Tested Str (days)(PSO 10/9/97 7 3050 10/30/97 28 0 10/30/97 2.8 IDAHO -0 WASHINGTON a OREGON v WYOMING a MONTANA - UTAH -0 NEVADA GEOTECHNICAL ENGINEE19ING & MATERIALS TESTING 4A60 K_qs Way 7#3, htubbti, Idaho 83202 208 237-3400 Fax 208 237-3449 CONCM CYLINDER ST i j Report RICKS COLLEGE PHYSICAL PLANT BLDG Report . Rexburg, ID 83460 Date o . . . . ...10/20/97 Project: Admin 'Contractore Fi'le No. RIC ion Building . Invoice General /shag wall Location,.* G/L B.5/9,0 MATERIALS -AND Reported by waiters Ready Mix 0_0 10 Sacks/cy Method of Mix- 0000e,aAshgrove Type I 0660WOM0*4 N/A Admixtures.*Prokrete N; MB AE 90Water Source. ` Well P01yheed 997 Spec.L+-1 lu smp, i.Required strep t . . .. max Air Cont,, - 28 dayeewo 4000 FIELD TEST DATA in.Slump, V 4 7 (ASTM C-1 43) Air Cort r % 3 0 (ASTM -231) # *9000w*000.4 Unit wt,, PCf (ASTM C-138) Ticket No. 004400060096-57 Cork Temp , F 74 (ASTM C-1064) Time Batched * * * , Air Temp,oF 60 Noe Cy represented...10 testedConcrete Sampled (ASTM C,172) Wa-Cer added, gal.....0 Cylinder Cur' Cast(ASTM C-31) C-31) Date Cast 1-0/16/91111 Field Cure, days,,,,,, Time . 46 12:00 @ Temp Range, O. 60-8 By Lab cure from; Date Received........"10/17/97 Sample O TAP � - - - Cyl 1nder D 97o266A 970256B 9'7D25$C 97D25$D 970266 CYlinder I am 'Inches) �n,�unn i vrc i Tr; :S T DATA. (ASTM C-39) X -Sec Area (sq t JLn) 28-46 28-46 28*46 Total. Load Fracture Type Comics Conical Con -i c a 1 Revi-ewed IDAHO H I TON a OREGON a WYOWNG 0 MONTAPJA Date Tested 1QI23/97 11,l13/97 I.1/I3/97 Aqe comp Tested Str (days 3.30 28 4320 28 4200 HOLD i dE GEC]TECNiViCAL ENGINEERING & NIA7EpIALS 7EST3NG 44601{Ns Way #3, Chubbuck, Idaho 83202 208 237-3400 J fax 208 237-3449 Report Project: Contractor: structure: Location: CONCRETE CYLINDER TEST REPORT RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, II) $34.60 Administration Building Commercial General Foundation/sheer wall G/L .} MATERIALS A.ND MIXDATA deportNo...29 Date. # e o .... 1 File Nosome-COLRIC IniLw.-970312 Reported by Walters Ready mix Conc Supplier., 044ao Walters Read M' Mixi i i f 0 f i 1 Sacks/CY.....5641bs M � � Mixing.... T--yr--sit CementeeseeoAshgrove Type I Agg Sotircepoo.....,.. N/A Admixtureso.*Prokrete N& MB AE 90 Water Sourceb 40 in 1b .0 &City Well Polyheed 997 SpecifJ-cations Required strength, ps' lump,, s. max Air Cont, 7 day.... 22 daya... 4000 FIELD TEST DATA. slump, in... 7 (ASTM C-143) Air Cont,(ASTM Unit ., pcf - (ASTMC-13-) Cone Temp,OF 7.4 ASTIR -1064 Air Temp ,OF 60 Truck No,...�.. Tj.cket No. Time Batched...#....*11,51 No* CY represented... Water added, gal.. # . . Mv Concrete Sampled (ASTM C,172). Cylinder Curing (ASTM C-31) testedr & Cylinders Cast (ASTM C,31) Field Cure, days Date Cast, 10/16/97 ' .. Temp Range OF...... - 1 : m Lab cure from; By B McGowan Date --` —�� rs� _��_�+��:—moi_��_�_�,��tir�•��,rf� :�— a� ivied. . . # • # f 1 17 /97 Sample - , . Cylinder ID 702 9702580 970266 Cylinder iia. (inches) 6.02 LABORATORY TEST DATA (ASTM C-39) X -Sec Area (sq in 28.46 0.00 0.00 Total Load (lbs) 89060 Fracture Type Conical JDAHO *WASHINGTON *OREGON - MONTANA Date Tested 10/23/97 1113/97 1-1/13/97 a UTAH * NEVADA Age Comp Tested Str (days) (psi) 3130 28 0 28 0 HOLD