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Home My WebLink AboutSTRATA - CONCRETE CYLINDER TEST REPORTS 60-66 - 97-00029 - Ricks College - Administration Buildings GEOTECHNICAL ENGINEERING & MATERIALS TESTING 440 Kings Way #3, Chu6buck, fdaha 8302 208 237-3400 j Fax 208 237-3449 Reportt , Psi Contractor: Structure; Location: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Admire. Suet ion Building CommercialGeneral Slab on Met1 Deck r Level II GL .co MATERIALS AND SIX DATA Reported. by Walters Reay mix Mix No,. ....103 Sacks/CYO 4 0 * 658 1 Cement#wdq*&Ashgrove Type I d i . # MBS t Cone uppl" * i f # '. Method of Mixing.Agg ., i 9 , i # , i' is # # Water Source....... . ReportNo...60 Date . . . i . . . i 13/98 File * * w a COLRIC Invoice i .. 130-980163 wairers Tri N/A City Well caldy mix Specificaticns Required strength 7 day.... 4000 - FIELD TEST DATA i -n... 7 (ASTM 143 Air Cont, f ASTM C-231) Unit Wt, pcf � (ASTM -138 roc Temp TM -1064) Air Temp F 58 Trod. No.. Ticket No. Time t d . # . * .i • i . 8 * CY represented . 9 # 1 0 Water added, l # . . Concrete Sampled (ASTM C-172), Cylinder curing (ASTM C-31) tested, & Cylinders Cast (ASTM C-31) Field Cures Date Cast,% 5/4/98 @ Temp Range, OF.,,,..,,60-80 Time .. 9:30 AM Lab cure from* By If* B Mca to Received. . . * . . f 5 /98 Sample ... Cylinder I 980133 Cylinder Dram (inches) LABQRATORY TEST DATA (ASTM C-39) X -Sec Area (sq in) Total Load (lbs) Fracture Type 6*02 4020 28.46 5230 114520 Corsica 6.02 28.46 148900 Conical * 157160 Conical Date Tested IDAHO 0 WASHINGTON P OREGON 6 WYOMING a MONTANA Age Comp Tested Str (days) ep UTAH a NEVADA 4020 28 5230 28 5520 i GEOTECHNICAL ENGINEERING & MAT EMALS TE T14NG, 4460 Krngs Way -ff"33 h u� b u X 1 h o 83202 208 237-3400 / Fax 208 7-3449 CONCRETE CYLINDER ST REPOR�- Report to, RICKSCOLLEGE PHYS ICAL PLAT BLDG Rexburg, ID 83460 Pro dii ri-on .i Contractor: Commercial General Structure: Slab on Metal Deck Level I Locat]-on: Reported by Walters Mix No. 00#0103 Sacs# -6;,658 lbs Cement*V0VS6Ashgrove Admixtures. -MB MA.1 Ready Mix Type P AND MIX DATA Conc suppi, ier. # i i Method of Mixing.... A99 Source.......... Water source b f& a #: 4P 0 ReportNo-,,,,60 Date . . . . . . .. 5/13/98 File *.#.`I Invoice o#130-980163 Walters Trans it NIA city Well '.eady mix , i,.,, max Air Cont, 7 day.... 28 da 4000 FIELD TET DATA: slump, i... 7 (ASTMC-143) Truck No. Air Cont, (ASTM C-231) Ticket Noe ..........12050 Unit Wt, pcf (ASTM C-138) Time Batchedo.........8*45 AM (ASTM -1064) Air ', O . . . 1 Water addedjgale....o Concrete Sa-mpled (ASTM C,172) Cyl'nder Curing (ASTM C-31) to Cylinders Date Cast., 5/4/98 Field Cure, days' Time @ Temp Range, 60-80 Date Receivedf f * ■ • i..R �'+' Sample Cylinder ID 1 98013 980133 Cylinder J -am 'nches) I xtsUxATOxY TEST DATA {ASTM C-39) X -Sec Area (sa in) 28.46 0.00 0#00 Tota Load (lbs) 11452.0 Fracture Type Corsica Review IDAHO -5 ''WASHINGTON a OREGON 6 WYOMING 0 MONTANA Date Tested 5/1Z/98 6/1/98 6/1%98 HC3LI] Age COMP Tested Str (dclys) (P:5 4020 28 0 28 0 i GEOTECHNICAL ENGI EERI & MATERIALS TESTING 4460 Kings , Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Report too Proj ect Contractor, Structure. Lt�: CONCRE CYLINDLPR ST REPORT Rxexs COLLEGE PHYSICAL PLANT BLDG Rexburg, ID $3460 Administration, Building Co=ercr ll General Slab on Metal Deck.# Level II GL ** Reported by Walters t 03 Mix No. e a 4 sacks..#,658 lbs Cementeaaoe-Ashgrove Admixtiires..MBAE 900 MATERIALS AND MIX DATA. Ready mix Type Prokrete Method of Mixing,,.,,,, Source.. f . ■ i * * 0 Water Source,;* -0#*. f Repot .,,.1 Date.#,,,,#,5/13/98 Fi le No. &*** COLRIC Inv . ; .1 -980 x.63 Walters Transit N/A City well -1 ec'fications Required strength, ps1t Slump, in,, * -, 3 max Air Cont, 28 day.... 4000 FIELD TEST DATA slump, . . . T C-143) Air Cont, % 6.7 (ASTM C-231) TJ-cket No. 34 unit Wti, PCf - (ASTM C-138) 1. 12120 Conc Temp,OF 62 (ASTM C-1064) me BatchedWS#*-04...,,10W*20 Am Air Temp,0F 62 No. CY represented...10 Water added a j ,..... . Concrete Sampled (ASTM C-172), Cylinder tested., l enders Cash(ASTM�(ASTM C-31) Date cast., Field Cure, y.#.,. 0 @ T2" -me 11*15 AM Lab cure from: Temp Range F;**.,6080 Date Recelved........5/7/98 Sample .,* y l ender I 1 1 1 1 980138 l � d Dim (inches) 6.02 �xdvRxTC]RY TEST DATA (ASTM C-39) x -Sec Area (sq Win) 28.46 0 0.00 11. 00 Total Load (lbs) 102340 IDAHO # WASHINGTON - OREGON Fracture Type Conical a WYOMING Date Tested 5%13/98 6/3/'98 5/3/98 HOLD Age COMP Tested Str %days) (psi) W ML UNTANA* UTAH -w NEVADA 3600 28 0 28 0 ,or EOTECH KCAL ENGINEERING & MATERIALS TESTING" 4460 Kin 'Way 13, Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 Report to : RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, IIS 8345 i 6 Administration Building Contractor: Co=ercial General Slab Metal Decd Level TT Location: GL . Reported by Walters Mix Sacks , . v 4.658 lbs Cement&0*0;#Ashgrove .dmi* *MBAE 90; MATERIALAND-TX DATA Ready Mix Type P one Supplier....... Method of mix . 00 Agg Source. 0 ■ i * 0 0 W Water Source, Report No... 61 Date........5/13/98 FileNo......COLRIC Invoice No.*130-980163 Waiters Transit N/A Ready mix City Well Specifications Air Cont, 1 4000 FIELD TEST DATA Slump, r8*. .ASTM -143 Air Cont, 4 'T -231 unit Wto, .STMC-138) onc Temp F 62 (ASTM C-1064) Air Temp,OF 62 Truck N..�9 Ticket No. *12120 Time t*...*1.##- AM . CY represented...1 Water added, gal##,,,,.. r+- Sampled (ASTM -172 tested, & CylindersCashAST Cylinder wring (ASTM 1 Date . , 5 eld , y .. * . # 1 Ti Temp Ranger OF..,,,By -DO B McGowan Lab cure ..60-30 Date Received......., -5/7/98 SaMple No.... 980138 LABORATORY TEST DATA (ASTM C-39) Cylinder I Cylinder iam (inches) 6*02 6.02 a0 X -Sec COLUP Area Str (sq i) 28*46 600 23.46 5650 28.46 5470 Total Load (lbs) -102340 160880 155580 Fracture Type Date Tested Reviewedby. • �-�,�' Age COLUP Tested Str (days)�. 600 28 5650 28 5470 IDAHO & V)ASHINGTON & OREGON * WYOMING -o MONTANA * UTAH * NEVADA GEOTECHNICAL E.f GINEERIN & MATERIALS TESTING 4460 K'Ings Way , Chubbuck, Idaho 8320 208 237-3400 / Fax 208 237-3449 Report RICKS COLLEGE PHYSIC PLANT BLD Rexburg, ID 83460 Pro3ect: Contractor,. Structure* Location. woo 6 .000poli w4i'MMM Administrati,on Building COMMercial Genera Slab on Metal Deck f Level I G/L J-5/245 Reported by Walters mix Now 449M3 sacks,.. . . 658 lbs Cement-FO#.MMr Adm ext . . AE M.T R I S AND MIX DATA Re ady Mix Type Prokrete N Cone Supplier. Method of Mix' Agg Source.. f # Water Source.,,.,,,,,,,. ReportNo,,,.62 Date..*..#*5/20/98 Fl -le No. -04.I Invoice ..1.-980181 Walters Transit NIA City Well Spec'-ficatj I ons Required strength, psi FIELD TEST DATA Slump, i ..# .. (ASTM -143 Air Cont, % 6.3 (ASTM C-231) T.Icket No. (ASTMC-138) 2 12220 Conc Temp,,"F 62 (ASTM + 1 e .. 49 AM ,h Air OF 62 represenfed.0.10 Water addedf gal . . .. Concrete Sampled (ASTM C-172), tested, �-(ASTMC-31) Cylinders dr (ASTM -1) Field Cures Date Cast., 5/11/98 @ Temp Range, OF.,,,,,60�80 Time .. 8:15 AM Lab cure fromo By B McGowan Date Received* Sample, No... 980139 LABORATORY TEST DATA (ASTM C-39) Cylinder D --- -- 1 98013 9801390 1 Cylinder (inches) 6.02 Total Load (lbs) 93780 Fracture Hype Comical Reviewed Date Tested 5J'18/98 6rsf9$ HOLD Age Comp Tested Str (days) (P 3290 28 0 28 0 IDAHO 0 WASHINGTON 0 OREGON 'mWYOMING - MONTANA -e UTAH 6 NEVADA GEOTECHNICAL ENGINEERfNG & MATERIALS TESTING 4460 ngs Way,03, hLib'Duck, Idaho 83202 208 -3400 / fax 208 237-349 lot il a) 50 0 ",.ke Woo N Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 o3 t # Administration Building Contractor: Commerclal General Structure: Slab on Metal Decd Leve TI Location, J e . ; Reported by Walters Mix ****10 ay, , # a 4 658 lbs Cement 6 * & 0 # .0 . Admixtures * * MATERIALS Ready Mix Type I rrt AND MIX DATA Cone Supplier Method of M2r Agg Source,.,.,.,,,,., Water Source,,0•Ifa-a*10 epor ` , , Date**......5/20/98 File No*4-%-*C0LR1C Invoice . . 130-1 Walters Transit N/A i Ready Mix c1ty Well Specificatji-ons Slump, Required st-rength, psiv i. . . 8 Air Cont, % 7 day.... 28 day. _ 4000 FIELD TEST DATA Slump, *#., 8 (ASTMC-143.) Air Cont, ` ASTM C-231) Unit Wt, pcf - ASTM 0-138 Cone Temp (ASTM -1064 Air Temp F 62 Truck No. ##,,*,**,. 74 t No* i * -.0 0 dPf * f # 12220 No* CY r epee . . . Water addedf a ..... Concrete Sampled (ASTM C -172)f Cylinder Curing (ASTM C-31) tested, & Cylinders Cast (ASTM 1) Fiel Date Cast-, . 5/11/98 @ Temp Range, OF.....60-80 Time 8:15 3Y B McGowan Lab Cure frome Date Received..... ...5/12/98 aMl No -00.0 Cylinder I 980139 Cylinder i am nches) 6.02 6.02 6602 LABORATORY TEST DATA (ASTM C-39) -Sec Area (sq in) 28*46 28 28-46 28-46 Total Load (lbs) 93780 124840 -122300 Fracture Type Conical Conical CC)nj-cal Reviewed Date Tested 6/8/98 6/8/98 HOLD IDAHC a VVASHINGTONOREGON -0 WYOMING # MONTANA e Aqe comp Tested Str (days) 7 3290 2$ 4380 28 430 VK °3E TE HNICAL E-fN.EE J & MATERJALS TESTING 4460 dings Way.43 Chubbuck I 'a o 208 237-3400 / Fax 208 7-3449 Report to: RICKS COLLEGE PHYSICA.L PLANT BLDG Rexburg, ID 83460 Pro l pct Administration BujUding Contractor-* COn=ercial General Structure: Slab on Metal Deck, Level ii Location. L 0 Reported . l Mix No,, *...103 sacks . . . 658 lbs Admixtures. * M13AE MATERIALS AND MIX DATA Ready mix Type I rO Comic Supp T oi oeaq Method Of Mixid W * a water Report No.0.63 ]Date-. * .. V 'D * ,*5/20/98 File o ■ i. 4 f .0 COLRIC Invoice #.130-980181 Walters Transit N/A Ready mix City well Specif ications Required strength, ps.- Slump{ in Air Cont, +/- 1 7day.... 28 day.... 4000 FIELD TEST DATA Slump.*(ASTM 143) Air Cont r ASTMC-231) i t Wti PCf .STM C-1.38) Conc Temp,OF 60 (ASTM --1064 Air Temp , F 52 Truck No. 009648.g*a.0, Ticket No. f * f 9 a, • 0 * . 012247 Time *0060*6.#9,47 AM No* Cy representedgeolo Water added, gal.... W 1 1 ConcreteSampled, TC -172 1) 1, 14 CylinderC-3-1) 1 Field Date Cast., S/12/98 @ Temp Ranger OF.....60-80 Time 10930 Am Lab cure from: By B McGowan Date Received Sample Nc # 0 Cylinder I Cylinder Dram (inches) 6.02 64-2 6.02 LABORATORY TEST DATA (ASTM C -39j X -See Area (sq in) X8.46 28.46 28-46 Total Load (lbs) 580 -124320 080 Fractzire Types. Conical conical Conical Date Tested 5/].9/8 6/9/98 5/9/98 HOLD ReLViewed by9, a IDAHO a WASHINGTON -* OREGON s WYOMING# MONTANA Age Comp Tested Str (days) (psi) T 2230 28 4370 28 4320 i 4460 KingsNay 43, Chubbuckj Idaho 83202 208 u-3400 Fax 208 -3449 Report t RICKS COLLEGE PLANTPHYSICAL BLDG Rexburg, ID 83460 al"VI M.-Melaw Pro i ect Administration Building Contractor! Commercial General Structure: Si on Metal Deck , Level J1 Location: G/L C.5/8.s Reported by Walters Mix No,, ......103 Sacks/CYOO*M lbs Cement ...0#a -Ashgrove Admixturesd..MBAE 90; MAI S AND MIX DATA Ready m * Type I P i.er., Conc SUPP1 4 Method of Mix ing Agg Scurce. . 6 4 a 9 Water Source........ ReportNo...63 Date, . 6 0 dp g 0 0 5/20/98 File No*....00LR1C Invoice .#130- 0181 Walters Transit N/A Ready Mix City Well Specifications Air Cont, % 6 28 dayeaeo 4000 FIELD TEST DATA slump, i.*, 3 (A -STM -143 Air Cont, ASTM C-231) Unit Wtf PCf (ASTMC-138) Cone Tempi ASTM C-1064 Air Temp,OF Truck No. 90fi*..a9@*0 Ticket No,, .*Pea, v.a 12247 Time Batched.........9:47 A Noe r f . Water added, gal., ...11 ConcrelC-e Saxapled (ASTM C-172), testedCylinders CastC-3 1) , . (.ASTM C-3.1) Date Cast## 1 Cure,Field days...,*1 ,i m Ranges s * . . , 1 A By B McGcwan Lab cure from Date . ivied . #. a * .. * .. 1 ."3/98 aMl 45#0 cylinder ID 980140A 980140B 8 -D l4r iam (inches) LABORATORY TEST DATA (ASTM C-39) X -Sec Area Esq gin) * 46 Total Lo a (lbs) 63580 Fracture Type Conical Reviewed by,, Date Tested 5/19/98 6/9/98 6/9/98 HOLD IDAHO ; WASHINGTON 0 OREGON * WYOMING0 MONTANA e Age COMP Tested Str (days) (Psi) 2230 28 0 28 0 GEOTECHNICAL t E E.RIN MATERIALS TESTING 4460 Kings Way *.P31 ubb C r Idaho 83202 208 23 { -3400 Fax 208 237-3449 CONTE CYLINDER TEST PORT Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID $3460 Pro j ect; Administration Building Contractor: Commercial General Structure.- Floor Slab Location: L -10 @ G -L Lines Reported by Walters Mix ....513 Sacks ... .. .564 Gamut$##.'*#r dL ur . Report No.,* Date . .. . ... 6/24/9'8 File . . v a ■ COLRIC Invoice . * 1. -980249 LMA NL F ,� � �� _ a-yy �.. � _ � _ � _ �� _� � •fid _ �� _ �� _ _!, T +gam. � �� i�1 _ TE7 i iii �$T Ready mix Type Pr.ret Conc 4..�.. Method of mixingAgg ..� source 4*4.0 Water source........ Walters Ready Mix Transit Walter Pit city well SPec*fications Slump, in. . 0 Air Cont, 7 day.... 2 4000 FIELD TEST DATA lump, C -(ASTM 143) Air Cont, % 4.01 T - 231)i � r PCf (ASTMC-138) Cone Temp,OF59 (ASTM C-1 064)F Tempi OF so Truck. NoW o...0*9*00% Ticket No. .SO* 60 * CY represented., Water added, l..... Concrete Sampled (ASTM C-172), tested, infers a. 1M C,31) Date cast., 6/15/9 Cure,Field days ... * * 1 T' Temp Range, OF.....60-80 By G ,dab cure from: ivied . . . . . . . . 1 Sample No,w Cylinder D 1 1 9801630 D 980163 Cylinder iam (inches) * 02 lit'nUHATVRY TEST DATA (ASTM C-39) -Sec Area (sq in) -4 Total Load (lbs) 94380 Fracture Type Conical IDAHO * WASHINGTON , OREGON * WYOWNG * MONTANA Date Tested Ew'-h.wMP Tested Str (days) (p 7 33213 2$ a 28 0 i E-OTECH ICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3. Chubbuckr Idaho 83202 208 237-3400 1 Fax 208 231-3449 Report t RICKS COLLEGE PHYSICAL PLANT BLD Rexburg, ID 83460 Pro3ect*& Administration Building Commercial General Structure; Floor Slab Loc. -Ln 00 L 7-10 -L Lines Reported by Walters Mix Now 513 . /cy*960564 Cement*#*veoho Admixtures..MBAE 90;01 MATERIALS IALAND MIX DATA i Ready -L Type 1 Method of Mixj . Water Source * i # . Q. -* f i. ReportNod,,.64 Date* # f f . 1P 0 # 6/2.4/98 File ...*.COL Tnvoi-ce No..130-980249 Walters Ready Mw Transit Walter Pit Well Specif ications Required strength, Psi Slump, 'in... 3 7 day. Air Cont, % 3 28 day**** 4000 FIELD TEST DATA Slump, in... 3 (ASTM C-143) Truck No. 906#4#406*026 Air cont, % 4.1 (ASTM C-231) Ticket No. 000060400*0 Unit Wt, pcf (ASTMC-138) Time Batched,. . * 0, 0 # 0 0 4 12976, Conc Temp,OF 59 (ASTM C-1064) No- CY re resented,..9 8:50 AM L, 25 Concrete Sampled (A,STM C-172)., Cylinder Curing (ASTM C-31) tested, & Cylind.er-s Cast (ASTM - Field Date Cast d ,6/13/98 Time 9:30 AM Temp Range, O * .60-8.0 By G Olson Lab cure from. Date Received.v..*.#.6/16/98 Sample No9s., 980-163 LABORATORY TEST DATA (ASTM C-39) Cylinder Cylinder X -Sec Total ID am Area Load (inches) in(lbs) 4630 980163A 6*02 28.46 94380 980163B 6,02 28*46 Ir 980163C . . 46 -131760 133640 1D DARN 6, WASHINGTON # OREGON ft Fracture Type Conical Conical Conical Date Tested 6I22/98 7/13/98 7113I98 HOLD Age COMP Tested Str psi) x 3320 28 4630 28 4700 WYOMING a MONTANA# UTAH NEVADA EOTECHNf AL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 7-3400 / Fax 208 237-3449 CONCRETE BIND. TEST REPORT - Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, Ip $3460 Administration Bi t Cont actor: Commercial General Structure lump Loc ion Line @ 10 Line Reported by Walters Mix .,, .*.*112 Sacks . # # . n r Cement0.we;.r Ready Mix Type -1 Pros i X DAT r one 1, *** MethoU oft x . ... Agg Ur i9,*.*&ww9 Water Source*##�.. ReportNo....65 Date. * # .. . . .6/24/98 Pile Nc#0909COLRIC Invoice Noa * 130-980249 Walters Rudy Mix Tia n s J- Walters, Pit city well Specifications Required strength, psi neo. Air Cont, dad .. 28 day.... 400 i iiY _ s � -� —.+� _ .�. � �!� �.R ii iY� � �� a!i i� _ K� ■ � _ � d� �� ii � f! �� i _ � .ate �! Ali � � Y� T ii1Y i air FIELD TEST DATA i # * # 7 (ASTM 0-143 Air Conti T - 231) i a- (ASTMC-138) Cont Temp , O 60 (ASTM C-1064) .r Tempi ConcreteQF 67 0& 09*w*90%0&&n/r Ticket No. 80660*04w9. Time Batched*........2:20 AM . CY rr.$.. Water added, gal..... 1 l(ASTMC--172),rtestedire Curing(ASTM - (ASTM -1 Cast.. 6/12/98 Cure,Field * .. # . l Time Temp Range, OF. � . .60-80 Lab cure from. -�-��- Date Recti l . . . . . . . . SaMple No.06 Under I L1160tjATORY TEST I7Pl'TA (ASTM C-39) X -Sec Area (Sq i) 28#46 Total Load (lbs) 110560 Fract Type Conical e- veyed D Tested 6/19/98 7IZ0/3$ 7I1al9a HOLD age Comp Tested Str days(psi) 3880 28 0 28 0 10AH0 • VVASHJNGTON e OREGON -w WYOMING & MONTANA m i GPEOTECHNCAL ENGINEERING &MATERIALS TE Tr NG 208 -3400 Fax 208 7-344 Report to: Project: Contractor Structure: RICKS COLLEGE PHYSICAL PLANT BLDG RexbLzrg, ID 83460 AdminiStration Building Commercial Genesi Column L D Line @ 10 Line Reported. by Walters Mix . Sacks* . . Cement6*0#.i Ashgrove Admixtures 4D O MBAR MATERIALS AND MIX DATA Ready Mix 'hype I Pro Cone Supplier....... Method of Mixing.... Agg Source.......... Water Source, . 80#4 so ReportNo,,.,.65 Date, . -,$ .., * ,,6/24/98 File No#400000LRIC Invoice No. *130-980249 Walters MI -.X. Tr a Walters Pit ... dell Specif ications Required strength, ps i -# i i . 4000 FIELD TEST DATA Slump, in.,... 7 (ASTM -143) Air Cont, ASTMC-231) Unit Wt, � (ASTM -138 Cone T C-1064) Air Tempi OF 67 Truck i *ww0*6%0*#. Ticket No. 12945 Time a . CY represented...2.3 Water added, gal # a * # * 1 Concrete Sampled (ASTM C-172). Cylinder tested, Cylinders cast(ASTM C-31) Date Cast., 6/12/98 Field Cure{ days. . . . . 1 Time 2:50 Pijj @ Temp Ranger OF.....60-80 By G Olson Lab cure from,, to Received* ...6/1,5/98 aM. , ,, Cyt -dem D inder i (inches) 6.02 i 02 6.02 LHtsURATORY TEST DATA (ASTM C-39) -Sec Area (sa i n) 28-46 28-46 28.46 Tota Load (Ibs) IDAHO # WASHINGTON a OREGON Fracture Type Conical Conical Cynical fRe 0 MOWN by Date Tested 6/39/98 7/lt3/98 7/10/98 HOLD Age C0MP Tested Str (days) IL(PS a MONTANA * UTAH * NEVADA 3880 28 5680 28 5700 i 4� r I M3 GEOTECHNiCAL ENGINEERING & S ATE F1JA' TESTING 4460 KIPgs Way , Chubbuck, Idaho 832 237-l"5'400Fax 208 237-3449 COs' CYLINDER TEST REPORT Report to : RIGS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Proj ect: Administration� ding otro Commercial General Structure. Slab on grade Location: G/L N--0-T*0r 7*0-10 Reported by Walters Mix No4P *000513 Sacks. . . #564 r0 i . i u . . AE MATERIALS AND MIX DATA Ready Mix Type I Prokrete one Supplier. Method of ix o Source. • 0 * 6 * * 0 0 i Water Source *090.&*-0� ReportNo...66 !ate, . . . . . . . 6/24/98 PiasNo.-*..00LRjC Tnvoice No...130-980249 Walters Ready mix Transit waft - s Pit City Well Slump,Specif ications Required strength psi -##3 Air Cont � 7 day,, . 28 day. . 4 000 FIELD DATA slumps_In& * a 3 (ASTM A 143 Air Cont, % (ASTM - i *20 unit I . ..,..#;...13096 Cone Temp,OF 56 (ASTM -1 Time shed v o w . * 0 * 0 . . AM Aj-r Temp,Op1 No& CY rel.#.1 Water added, gel...* .20 Concrete Sampled (ASTM C-172). (ASTM -1 testedr Cylinders Cast CylinderCast.. 6/18/98 @ Temp Range, OF.....6.0-80Ti"me ... 8:35 Am Lab cure from:By 00 G OlsonDate Received. 6/19/98 Sample * 6 0 l inder ID 1 1B 9801730 1 980173 Cylinder i am (inches) 6.02 6.02 6*02 LxIJvxATaRY TEST DATA (ASTM C--3 9 j X -Sec Total Fracture Date Age c0mp Area Load Type Tested Tested Str (sq 'in) (lbs) - -��-�(days) (psi) 28.46 77940 28*46 110880 Conical /25/98 28-46 119040 7/16/98 28 3900 7/16/98 28 4-180 HOLD R�wby IDAHO 0 WASHINGTON 0 OREGON 0 WYOMING i GEOTECHNICAL E I F -ERI JG &MATERIALS TESTING 4460 Kings Way#Q, Chubbuck,1 rho 83202 208 7-3400 / Fax 208 237-3449 CONCRE CYLINDER ST RE -POR Report to: RICKS COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 i .0 Administration Building Commercial General Structure: Slab on grade Location: L 4 -T . t 7,0-10 Reported by Walters Mix No. .#.,513 Sacks/CY 0 . .6564 Cement # O # # * # Ashgrove Admixtures. Ready Mix Type I Prr I S AlTDMIX DATA one Supplier.��. Method of mixing.... ■ f i Water Source........ Report No... Date ..... # ..,, 6/24/98 Il **0*- COLRIC Invoice . . 130-980249 Walters Ready ' Transit Walters Pit City -11 specif-Ications Requi'red strength, psi slump, in., . -1P 3 7 day. FIELD TEST DATA Slum F �f,,w 3 (ASTM -143) Air Cont, % 4.90 (ASTM -231) Unit Wt. pcf - ASTMC-138) Conc TempOF 56 (ASTMC-1064) Air Temp,OF 51 Truck Now Ticket No.,,,,,,,,,,,,13096 Time Batched. **.....*.x:00 AM ■ f CY #ted * # o ll Water added r . l . # . . Concrete Sampled (ASTM C,172)r Cylinder Curing (ASTM C-31) tested, & cylinders Cast (ASTM 1) Fiel Date Cast,,, 6/18/98 @ Temp Range, 0F.....60-30 Time AM By* G`Olson Lab cure from. Date i ........6/19/98 Sample .,,. Cylinder D 1 1 9801730 1 980173 Cylinder Diam (inches) 6.02 LABORATORY TEST DATA (ASTM C-39) X -Sec Area (sq in) . 46 04-00 0*00 Total Load (lbs). 77940 Fracture "hype Conical 0 Date Tested sI25I9a 7/I5/98 7/x.6/98 HOLD IDAHO & WASHINGTON 0 OREGON # WYOMING , MONTANA -1 UTAH Age Coinp Tested Str (days) (psi) 7 2740 28 028 0 V010" EOTE H KCAL ENGINEERING & MATF R ILLS TESTING 44-60 KI-ncs Wavs Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 CONCRIE CYLINDER TEST REPORT Report to!, Rrcxs COLLEGE PHYSICAL PLANT BLDG Rexburg, ID 83460 Project AdministrationBuilding Contractor: Commercial General Sts . Concrete Beam Lcca ion L E.5/10.0 Repos 1-w- e W a i s Mix . 0#90513 a#*,,564 m n eom.a#Ashgrove Admixtures . -WMAE M. E I S AND MIX DATA R=ady Mix Type I rOkr Cone-, Suppl- f 6 0 4 0 go Method of Mixing.... Agg Source.......... Water uc.. �T * f f 16 -M FIELDTEST DATA slum, i... 3 (ASTM -143 Air Cont, % 4.o (ASTM - 1 (ASTM -138 Conc m , O F .STM -1064 Air Temp,OF 82 Report ; # ,. Date. a a 0 0 9 0 0 6/24/98 File *t0*qI Invoice N0,130-980249 Wa14- s R Ne Transi't Walters City Well Truck No. Ticket No. Time Batched*O..**...8:00 AM . CY represented . . a l Water added, gal.-,,.2 Concrete Sampled ASTM C-172) tested, & Cylinders Cas-t:(ASTMCylinder 1 Date Cast., 9 eld Cure, days; . . # , 1 Time 1-15 PM @ Temp Range, OF.....60-80 Lab cure from - By B McGowan Date Sample No,-,, Cylinder ID 980219A 1 9802190 980219D Cylinder D i a. laches LABORATORY TEST DATA (ASTM C -39j X -Sec Area (sq ice) Tota. (lbs) Fracture Type . 3110 28 4360 8860.0 Conical *02 28-46 124240 Ial 6.02 28.46 131440 ' it Dat T e s t ;%-b-.W--. 7/31/98 8/21I98 8/21/98 HOLD .age COMP Tc.:�k r (days) (psi) J DAHO WASKINGTON 0REGON WYOMING PJANA � T � NEVADA 3110 28 4360 28 4620 J DAHO WASKINGTON 0REGON WYOMING PJANA � T � NEVADA GEOTECHNICAL E I EERI MATERIALS TESTING 4460 Kimas Wav "T3, Chubbuck. Idaho o 83202 208 237-3400 / Fax 208 237-3449 Report. Contractor: L, Loc CYLINDERCONCRE TEST REPORT RICKS COLLEGE T�IICAL DLAKT 1116 Rexburg, TD 83460 Concrete Beam L -5/10,0 Reported by Walters Mix No. ....5-11 3 Sacks . , , ,564 Cement44ow**Ashgrove Admixtures p .AE 1906 T RmDort Nose@ Date., 0 File **&*.LI Invoice No w . 130-980249 MATERI S AND MIX DATA Ready Mix Type I Cone Supplier....... Method of Mix- Agg . . ,-, Water Source....®� Walters Ready Mie Transit Walters Pit city well Specifications Required strength, ps' . Air Cont, 3 +/- 7 day 28 i * . . 0 FIELD TEST DATA. Slump, in,. . 0 3 (ASTM 143 it Conti � �' � * . Ung �-(ASTMTicket T ,O ASTM ' Batched#6,W.....,. ConcAir O represented . . 1 2 Water added, gal.....20 nc t Sampled (ASTM C�172). tested, & Cylinders Cast Cylinder Curing (ASTM -1 Date Cast,., 7/24/98 Field Cure., days * . # # . Ti - 1:15 Temp'Range, O # . * . .60-80 By 00 McGowan Lab . rfrom: Date Received........6/19/98 SaMple Nosso 980219 LABORATORY TEST DATA (ASTM C-39) CYI-inder ID Cylinder iam (inches) 6#02 6.02 6*02 X -Sec Alrea in) 28. 46 28-46 28-46 Total Load (lbs) 88600 124240 131440 IDAHO - WASHINGTON - OREGON Fracture Type Conical Conical Conical -Date Tested Rev 4 WYOMING TA Ary M Testes Str ,(days) si) 3110 28 4360 * UTAH 0 NEVADA