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HomeMy WebLinkAboutT2M COMPRESSIVE STRENGTH SUMMARY - 03-00028 - BYUI Rick Building - New Building=.¢ a •r a Project: Tbomas E. Ricks Building Project No.. 03-0003 Mix No.: 513 Report No,.: 1 Contmctor: Double I Construction Supplier: Walters Ready Mix Structures: Footings & stem walls Mix Design Compone Mix Design Proportions Cement Type I & II LA 564 lbs, Water 30 9als:51250 lbs., C.A.: 3/4"" Rods 3-F 96 ASTM C 33 1727'lbs. F.A.. .* Sand MA -22 ASTM C 33 1238 lbs. MB -AE 90 ASTM C 260 1 pz,/cwt, Prokrete N ASTM C 494 3oz./cvvL. cement Sand/Aggregate Ratio 43.5% WX Ratio .444 Air Content 6.090 +/-1.5% Slump 3., Slump with Superplasticizer 8" marc Rheobuild 1000 ASTM C 494 15 OZ.1CWt. wmqnt Spedfied fc (ps '�i)= 4000 COW iDalbe Test T Total complIcAmcft Cap Frame M i Height 6"'x'12"" . 1 7 7-08 126000 4460 Neo. Shear 1020B " 1 "'r L -01 2-8 7-29 156000 5520 Neo. Shear 1020C 6 - 1 OO 28.26 -01 28 7-29 153000 5410 Neo.Shear 1021 -*x12° 1.00 28.26 -01 7 7-0-8100 3680 Neo, Shear - 1021B 6 hear11 r"x12-" 1.0 28.26 -1 28 7-29135000 4770 Neo. Shear 29 9�14 i46600 4 . Shear 1 ""x12" 1.00 28.26 -09 7 7-15 123000 4350 Neo. Shear 1. "¢1r" 1.00 28.26 -09 28 8-06 1730DO 6120 Neo. Shear 102 "'1f 1.00 28.26- - r �. 1025A 6""x12"' 1.00 28.26 - 7_16 1-16000 4100 Neo. Shear 1025B 6"x12'J' LO 28.26 - 2-8 - 145000 5130 Neo! Shear 10250 6r' 1 1.00 28.26 -06 1.5000 5310 Neo. Shear 1029A 6J'x12'" 1.00 . 7-11 7 7-18103000 3640 Neo. Shear 1029B Jf 1 "' 1.00 28-2.6 741, - 149 Nw� Shear 1 1.00 28;26 -11 28 B-08100 516 Neo. shear Ileo.= Neoprene cap. ul.7-- Sulphur cap ASTM C 617 RemarksS Reviewed By: Bret L McGowan/President CC: BYU Idahaj pity of Rexburg, Waiters Ready Mix,, FFKR Architects, Jacobseh's Const.l. Double I Concrete P %jest: Thomas E. Ricks Building Project No.: 03-0003 Mix No.,: 513 Report No.: Z Contractor: Double J Construction Suppli"er: Walters Ready Mix Structures: Footings & stem walls Mix Design Components Mix Design Proportion Cement Type I & Ii LA 564 lbs. Water 30 gaIsJ250 lbs. C.A.: 3/4"' Rock J -F 96 ASTM C 33 1727 lbs,. FAMP: Sand MA -22 ASTM C 33 123g lbs, MB -AE 90 ASTM C 260 1 oz./cwt. Prokrete N ASTM C 494 3oz./cwt. cemient Sand/Aggregate Ratio 43.596 W/C Ratio .494 Air Content 6.O% +J -1.59b Slump 31,F Slump with Superplasbcizer g'• max Rheobuild 1000 ASTM C 494 5 oz./cwt. cement 1D CO- Cv- T� Tea Til a . & Fact. Ainea cast " DateLoad Strength Height 1 1.00 28.26 7-11 7 7-18 1 �1"� 28.6 7-11 - 14300 1030C" 1 1.00 - -11 28 8-08 145000 5130 Neo. Shea "X12111 1.00 28.2-6 -15 7 7-2211 1031 B 615(12fe 1.00 28-26 7-15 28 B-12 144000 5090 Neo. Shear 1031 C 6N12" 1.00 28.26 -15 28 8-12 6"IxI2 1.00 28-26 7-15 7 7-22 102000 3610 Neo. Shear 1032Bp' 1 1 UO 28.267-1528 8-12 1032C40000 4950 Neo* Shear �1� 1.00 28.26 -15 28 8-12 100 5090 1 N1'" 1.00 28.26 -1 7--25 112000 3960 Neo. Shear 1034C Vx12" 1.00 28..26 7-18-1 130000 400 Neo. Shear 1035A 6r"x12 1.00 2&26 7-18 28 8-15 127000 0 .h ,�j, Oji 28.26 7-18 7 7-25 134000 4740 Neo.. Shear �� I 035B 6"x12 "x12"" 1.00 28.26 118 28 B-15 143000 5060 Neo: Shear 1.00 -26 728 -18 8-15 147000 5200 Neo. 'Sham' lT = Neoprene cap. Sul. s Sulphur cap ASTM C 617 Remarks: Revi"ewed Sys, Brei L. McGowan/President CC: BYU Idaho, pity of Rexburg, Walters Ready Mix, FFKR Architects, 3acobserf s Const,, Double J Concrete :J R-0- 80>40, 143 2"08-403-1866 P. iTO 83440 COMPRESSIVE ST film IT" OUI�II�IAIiY Project: Thomas E. Ricks Building Project No.: 03-0003 Mix No.: 104 Y Ji Cement Type I & II LA Water C.A.: 3/4" Rods J -F 96 ASTM C 33 F.A.c Sand MA -22 ASTM C 33 MB -AE 90 ASTM C 260 Prokrete N ASTM C 494 Sand/Aggregate Ratb 'W/C Ratio Air Content Slump LF h A_ .,. � • , ID ICyl. D Height Report Na.. I Contractorm: Double J Construction Supplier: Wafters Ready Mix StrUCtumsee Columns Mix sign P ons 611 lb - 33 gals./275.29 lbs:, 1683 lbs. 1182 lbs. 1 oz./cwt 304/cwt. Dement 43.00/o .451 ra.00/0 +/- 1.59/0 3" +/- 11-F 10 1"k1" F lor 6"x12" 1.00 10830 "x12'" �,- imp xUw 60x12" lip 10 1"k1" 1 ,00 lor 6"x12" 1.00 10830 "x12'" 1.00 xUw 60x12" 1 .00 ff-f �TL aT f 1 ��■ 1105 P f NI7 1.00 28.26 lor 1.00 28.26 6'1.2" 1.00 28.26 xUw 1 .00 28.26 11W 1.00 8-29 7 9-05 113000 4000 8-29 28 9-26 3.6,1810 5730 8-29 28 9-26 1552.20 5490 V-0 7 11 9-05 28 10-03 157750 5580 3-05 28 10-03 155780 5510 9-13 7 9-20 I12600 398 9-13 28 10-18 1.47880 5230 9-13 28 10-18 145810 5150 Neo. = Neoprene cap. Sul.— Sulphur cap ASTM C 617' Remarks: Reviewed By: grafi L. McGowan/President CC: BYU Idaho, City of Rexburg, Walters Ready Mix, FFKR Architects, Jacobsen's Const... Double J Concrete Shear Sir Sear Sher Shear 411 Ox I 208-4-186' R,exbur% 11-D 83440 6.�qld NJ. M1 -WU ILA IV " Project Thomas E. Ricks Building Project No.,., 03-0003 Mix No,,: 516 Report No,,: I Contractor. Double 3 Construction Supplier: Walters Ready Mix Structures: Grout fair Bore Holes Cement Type I & id LA 658 lbs. Water 37 gals./308.66 lbs. C.A.: 3/8" Rock J -F % ASTM C 33 1143 Ibs. F.A.: Sand MA -22 ASTM C 33 1653 Ibs. MB -AE 90 ASTM C 260 I Oz./cwt. Prokrete N ASTM C 494 3oz./cwt. Cement Polyheed 997 ASTM C494 5 Oz./cwt. cement Sand/Aggregate Ratio 6050% W/C Ratio .469 Air Content slump 2.0% Natural 9" max. §P!2!�fied FC (p!g)= 4500 ID CY1A Carn Cyl. Date Test Test Total Compves& Cap FracL Wim. & Fact Ana Cast Age Date Load Sbength Height 1018A 6ffxl2" 1.00 28.26 &25 7 7-02 44000 1560 Neo. Shear 10188 6J"x12" 1.00 28.26 25 19": 7-23 116000 Neo. Shear 1018C 6ffxl2"- 1.00 28.26 -25. 28 7-23 118000 41.9 Neo, Shear 1018D 6N12FF 1.00 28.26 56 B-20 12,1000 4280 Neo. Shear 1018E 6"'x!2" L-00 2-8-26 25 84 8-20 17,8000 4530 Neo. Shear 1018E 6J'k12" 1.00 28.26 129000 4560 Neo. Shear 1023. 6"x12ff 1.00 28.26 7-0 7 0.10 43000 1520 Wo. Shear 1023B 6`�xU LOO 28.26 7-08 28 83000 2940 - Neo. Shear 1023C 6!)(12" L-00 28.26 7-08 28 9-02 77000 27206 Neo. Shear 1023D 6"'k12"" LOO 28-26 7-08 56 9-02 98000 3470 Neo. Shwr 102-3E 6"x12" 1.00 28.26 08 84 9-30 127600 1023F 6"'k1a 1.00 28.26 - 84 129720 4520 Neo. Shear 1041A 6".12" 4590 Neo, Shear� 1.00 28.26 7-25 7 B-01 51000 1800 Neo. Shear,, 1041B GNU" LOO 28-26 7-25 28 8-22 88000 347041 Neo. Shear 1041C 6"jxrl'2ff 1-00 28.26 7-26 28 4 8-22 102000 36104# Neo- Shear 1041D 6"x12 1.00 28.26 7-25 56 9-19 120000 4250 Neo. Shear 1041E Vx12o 1.00 28-26 7-25 84 10-17 124860 4560 Neo. Shear 1041F 6"X12" 1.00 28-26 7-25 84 10-17 129310 4580 Neo. Shear Neo.= Neoprene cap. Sul.= Sulphur cap ASTM C 617 Remarks; Reviewed By; Bret L McGowan/President CC: 8YU Idaho, City of Rexburg, Walters Ready Mix., FF R Architeds, Jacobse-n's Const..., Double I Concrete 4 3 3 ax, b u ir a 1 D 4 4 COMPRESSIVE STRENGTH SUMMARY IF PrOiLad" Thomas E. Ricks Building Project No...*03-0003 Mix No.: 103 RC 03 Lightweight Report No.: 1 Mftattar; Double 3 Cvnstruction Supplier:lNalters Ready Mix. Structures: Fovtings & stem walls Mix Design Components Mix Design Proportions Cement Type I & II LA 658 lbs. Water 35.5 gals./296 lbs. C.A.: 3/4" Rock J -F 96 ASTM C 33 960, lbs. F.A.: Sand MA -22 ASTM C 33 1231 lbs. MB -AE 90 ASTM C 260 1 Oz./cwt. Prokrete N ASTM C 494 3oz./cwt. Cement Sand/Aggregate Ratio 43-w5% W/C Ratio .qqq Air Content 6.0% +/-1.5% Slump 4" max Slump with Superplasticizer 8X) max Polyheed 997 ASTM C 494 5 Oz./cwt, cement ified Yc = 4500 ID cyl. Corr. Cyl* Date Test Test Total Cap Fract Diam. & Fact. Area cast Age Date Load Strength Height 1103A 6"x12 1.00 28.26 9-26 7 10- 1 10 1103B 6"1.12"'r 1.00 28-26 9-26 28 10-24 128340 4540 Neo. Shear 1103C 6-'xl2-p' 1.00 28.26 9-26 28 10-24 130820 4630 Neo Shear N,eo.= Neoprene cap. Sul.= Sulphur cap ASTM C 617 Remarks: Reviewed By: Bret L. McGowan/President CC: BYLI Idaho, City of Rexburg,. Walters Ready Mix, FFKR Architects, Jacohsen`s Const, Double I Concrete J k t � FJO A .z b� .rID . i �. Project: Thomas E. Ricks Building Project No.: 0.3-0003 Mix No.. 513 Nix Design Components Cement Type I & II LA Water C.A.: 3/4"" Rock J -F 96 ASTM C 33 EA...- Sand MA -22 ASTM C 33 MB -AE 90 ASTM C 260 Prokrete N ASTM C 494 Sand/Aggregate Ratio W/C Ratio Air Content Slump Slump with Superplasfic-Ver Rheobuild 1D00 ASTM C 494 1, L Contractor: Double J Construction pplull'er: Walters Ready -Ix structures'a Footings & stem walls 564 bs. 30 gal's.,/250 Ibs. 1727 Ibs., 1238 lbs. 1 Oz.Jewt. 3oz./cwt. cement 43.5% .44� 6.0910 3",f 8" max ce�ter�� Spedfied Fc (psi) 4000 ID cv_ coffm CY[a Dam Test Test Tota Compress. Cap FracL Heigh sbxngth 1 � 1.00 - 08 126000 " 1.004 9 156000Neo. Shear 1020C " l '7 1.00 - 5520 Neo. Shear 1 '" f. k153000 Neo. Sir* '- 1 - 08 1-04000 3680 Neo. Shear 1021B 6"x170-0 1.00 2&26 7-01 28 7-29 135000 4770 Neo, Shear 1021C 64xI2'7 1.00 28-26 7-01 28 7-29 140r000 4950 1024A 1,00 28.26 - Neo. Shear 1024B 6"'x12" 2-3000 4350 Neo. 1.00 28m26 -7-09 28 8-06 1730()o 6120 Neo. Shear 1024C 61rxl2,ff 1.00 28.26 7-09 28 B-06 170000 6010 Neo. Shear 1025A 6"'xI2" 1.00 28-26 7-09 7 SheaF 7-16 116000 4100 Neo. Shear 1025B Gr".12" 1.00 28.26 7-09 28 8�06 1,45000 1 1.00 . '- .9 28 8-06 150000 5130 Neo- Sir 1 Shear 1029A 6" 1.00 28.26 7-11 7 7-18 103000 "r 1 1.00 28.26 - 28 8-08 149000 640 Neo- Shear 1029C 6"M21" 1.00 28.26- 5270 Neo. Shear 146000 - 5160 Neo- Shear- Neo.- Neoprene cap. O. = Sul ph u r Rernarlcs; RevieWed By: Bret L. MCGOwan/President CC: BYU Idahoir City of Rexburg, Walters Ready Mix, FFKR Architects, Jacvlasen's Cvnsk., Double J Concrete L 3 1 X bura, !D K,44.1ro COMPRESSIVE STRENGTH SUMMARY Project: Thomas E. Rictus Building No.:Project 03-0003. Mix No.: 513 Mix Design Companerts Cement Type I- & 11 LA Water C.A.: 3/4" Rock 3-F 96 ASTM C 33 F.A. . Sand MA -22 ASTM C 33 MB -AE 90 ASTM C 260 Prokrete N ASTM C 494 Sand/Aggregate Ratio W/C Ratio Air Content Slump SlIump with Superplasticizer Rheobuild 1000 ASTM C 494 Repart Na.:2 Contractor: Double J Construction Supplier: Walters Ready Mix Stmctures: Footings & stem walls 564 Ibs. 30 gals,./250 lbs. - 1727 lbs. 12381b5. 1 Oz./cwt. 3oz./cwt. cement $3.5°/n .44� 6.0°/n +/-JRS% 317' +/411 S" max 5 oz./cwt. cement Spedfied fc (psghh-w 4000 ID I COO corr. Cylu Date Test Test m cap racL Total COM Dia & F Height FaM Area cast Age Date Load Sbvngth 1030A 6"x12 1.00 28-26 7-11 7 7-18 1-0-5000 1030B 6"Ix,12" 1.00 28-26 7-11 28 B-018 143000 3720 Neo. Shear 103CC 6"x12" 1.00 28.26 7-11 28 8-08 145000 5060 Neo. Shear 103 1 A -G7xl2" 1.00 28.267-15 7 7-22 5130 Neo. Shear 103 1 B 6N12" 1.00 28.26 Tz 28 8-12 111000 3930 Neo. Shear 1031C 6"x12" 1.00 28-26 7-15 28144000 5090 Neo. Shear 1032A 12 8-12 149000 5260 Neo. Shear 1032B 6"x" 1.00 28.26 7-15 7 7-22 102000 3610 Neo. Shear 1032C 6""x12" 1.00 28-26 7-15 B-12 140000 4950 61f"IX1217 LOD 28.2.6 7-15 28 Neo. Shear 1034A 6"x12" 8-12 144000 S090 Neo. Shear 1034B 1-00 28.2-6 7-18 7 7-25 112000 3960 Neo. Shear 1034C 6"xl2lf 1.00 28.26 7-18 28 8-15 130000 4600 Neo. 1035A6""xl. 2 1.00 28,26 7-18 28 127000 1-1Shear 4490 Neo. Shear 1035B 6"xl2ff .00 28.26 78 7 7-25 134000 6'r"xi2r" L'00 28-26 7-18 4740 Neo. 1035C 28 -15 Shear 8 143000 szn 61"x,12" 1.00 28-26 7-18 28 147000 ft -Fu Shear .5200 Neo. Shear Neo. Neoprene cap.. Sul.= Sulphur cap" ASTM C 617 L Remarks: saLs Revi.Aft-.,,,By.% Bret L. McGowan/President CC: BYU Idaho, City of Rexburg, Walters Rudy Mix, FFK Ar itprt . aco n s wnst., Double IConcrete COMPRESSIVE STRENGTH Sut a e � _ 4 P4 -r-- r -- lS# Project: Thomas E. Ricks Building Project No..,, 03-0003 Mix No.: 513 Mix Design components Cement Type I & II LA Water C.A.: 3/4" Rock J -F 96 ASTM C 33 F.A. a Sand MA -22 ASTM C 33 MB -AE 90: ASTM C 260 Prokrete N ASTM C 4g4 Sand/A99regate Ratio WIC Ratio Air Content Slump Slump with Superplasucizer Rheobuild 1000 ASTM C 494 ified Pc (PS0= 40M Cow corr. Diam. & Fad Heigh 1037A 6"'kU ' 1.00 1B ffX1" Loo 1 `x1 d 1.0 1038A "X1" 1.00 1 f 1.00 10380 612" 1.00 1 "xl � 1.00 1039B 6"X12" 1.00 109C "X12" 1.00 1040 N1" 1.00 1040B 6'12" 1.00 1 "1" 1,00 1042 6"X'12" 1.00 10428 "l � 1.00 1042C 6"x12" 1.00 Neo_— Neoprene cap. Remarks: Report No,': 3 Contractor: Double 3 Construction Suppliera Walters Ready Mix Structures. Footings & stem walls 564 bs. 30 gals./250 lbs. 1727 lbs. 1238 lbs. 1 oz./cwt. 3oz./cwt. X3.5°la .4�4 cLmei'If 6.0% +/-l..s% 3"' +/-1"-' S" max 5 oz./cwt. cement 28.26 3790 N eO- �4 a 28.2-6 -2 28 8-20 28.26 3790 N eO- Shear 28.2-6 -2 28 8-20 28.26 °- 23 Neo 8-20 . - 23 7 7-30 X8.26 7-23 28 B-20 28.26 ..2 28 8-20 28.26 3430 Neo Shear 28.267-25 4.530 28 8-22 28.26 '- 28.26 -25 7 8-01 . - Neo. Oil _. 28-26 - i - 22 r 7-31 7 8-07 122000 1 28 8-28 28.26 7-311 i - zts Sul.= Sulphur CaP AS -FM 1 Revi..,-.,,Bvma Bret L. McGowan/President Fra 93000 3790 N eO- Shear 119000 4210 Shear 121000 4280 Neo Shear - 00i Shear 124000 4390 Neo Sh,wr 127000 -O Shear 97000 3430 Neo Shear :128000 4.530 Neo. Shear 126000 ■ i 75000 2650 Neo. Shear 118M h 4170 Neo. Oil Shear 123000 4350 i I ■ 101000 3570 Neo. Shearl 122000 4310 !1: Neol. Shear 12600 +` I� '� i Shear CC: BYU Idaho, City of Rexburg, Walters Ready Mix, FFKR Architects, )acobsen`s Const., Double IConcrete D 186 P f -eybungiil 7D 8?44r-, 93� kv*r . % Y.- C 0M P [9 -91VI ffkEN6TH SUMMARY Project: Thomas E. sticks Building Project No.: 03-0003 ir Mx No.,: 513 Cement Type I & Il LA Water C.A.: 3/4" Rock J -F 96 ASTM C 33 F.A.: Sand MA -22 ASTM C 33 MB -AE 90 ASTM C 260 Prokrete N ASTM C 494 Sand/Aggregate Ratio W/C Ratio Air Content Slump Slump with Superplasticizer Rheobuild 100' 1 0 ASTM C 494 Yc tusi)= 4000 Report No,.: 4 Contractor: Double J Construction Supplier -am Walters Ready Mix Structures: Footings &stem walls 564 lbs. 30 gals./250 lbs, 1727 Ibs. 1238 lbs. 1 oz./cwt, 3oz./cwt. Cement 43.S% AAA T T -T Tr +/..,lm 8!1117 marc 5 oz./Cwt. cement ID CYL corr, CIVIR Date Test Test Total comprem Cap FracL Diam. & FacL Area cast Age Date Load Sibren Height Cr 1043A 6 t'k 12 1.00 28.26 7-31 7 8-07 95000 10430 6"i12" Loo 28.26 7-31 28 8-28 123000 3360 Neo., Shear 10430 Vx12" 1.00 28.26 7-31 28 8-28 121000 4350 Neo. Shear 1044A 67x12o L00 28-26 7-31 7 8-07 98000 4280 Neo. Shear 1044B 6"x12" 1.00 28.26 7-31 28 .8-28 11-3000 3470 Neo. Shear 1044C 6"'1 4000 Neo. Shear ,2" 1.00 28-26 7-31 28 8-28 118000 4170 Neo. Shear 1045A &N12" JL.00 28-26 B-05 7 8-12 93000 3290 Neo. Shear 1045B 6"x12" 1.00 28.26 B-05 28 1045C 9-02 1,40000 4950 Neo. Shear 6"x12 1.00 28.26 B-05 28 9-02 im000 4880 Neo. 1049A, 6"x12" 1.00 28.26 1 8-08 Shear 7 x.51 AA 6'�Jlll!" 1.0 8-15 118000 4170 Neo. Shear 0 2B.26 8-11 7 8-18 109000 3860 Neo. Shear 1052A 6-"x12" 1.00 28-26 8-11 7 8-18 100000 35Q Neo. Shear 10S3A 6"llill!" 1.00 28-26 8-11 7 8-18 920M 3360 Nem Shear 1058A 6mxl2ff 1.00 28..26 8-15 7 8-22 86000 3040 Neo. Nea-= Neoprene cap. Sul.— Sulphur Remarks&v Renewed By, Bret L McGowan/President CC: BYU Idaho I E , City of Rexburg, Walters Ready Mix, FFKR ArJacobsen'sconst.,Concrete Double I 'TRENGTH SUMMARY COMPRESSIVE S P 0' Bo' X Report No.: 5 A 0 Projecta Thomas E. Ricks Building Project No.: 03-0003 Mix No.: S13 Contractors. Double I Construction supplier: Walters Ready N ix Structures: Footings &stern walls Mix Design Components Mix Design Proportions Cement Type I & Ii LA 564 lbs. Water 30 gals./250 lbs. C.A.: 3/4" Rock 1-F 96 ASTM C 33 1727 lbs. F.A.: Sand MA -22 ASTM C 3-3 1238 lbs. MB -AE 90 ASTM C 260 1 Oz./cwt. Prokrete N ASTM C 494 3oz./cwt. cement Sand/Aggregate Ratio 43-51/10 W/C Ratio .qqq Air Content 6.0% +1-1.5% Slump 3" +1-1-ff Slump with Supe►plasticizer 81mi max Rheobuild 1000 ASTM C 494 5 Oz./Cwt. cement ified Fc ]ED COS corr. 'We Date Test TeA Total COMPOVE.-LONSve Cap FraM Diam. & Fact. Area Gaa Age Date LOW Sbvngth Height 1049B 1.00 28.26 - 8-08 28 905 141000 49% ff Neo. Shear 1049C 611"X12 1.00 28-26 B-08 28 9-05 140000 4950 Neo. Shear 1051B 6"'x12'F'T 1-00 28-26 8-11 28 9-08 136000- 4810 Neo. Shear 1051C VxU" 1.00 28-26 8-11 28 9�Am 138000 4880 1052B Gm, If Neo. Shear 12 1,00 28.26 8-11 28 9-08 126000 4460 Neo. Shear 1052C 6"x12'7 1.00 28.26 8-11 28 9-08 124000 4390 Neo. Shear 1053B 6"x12 1.00 28.26 8-11 28 9-08 12-1000 4280 Neo. Shear 10530 6"'x1 " 1.00 28.26 8-11 28 "8 1i9000 4210 Neo. Shear 1065A ISN12"" 1.00 28.26 8-22 7 8-29 117000 4140 Neo Shear 1066A 6"5(12" 1.00 28.26 8-22 7 8-29 121000 4280 WOW Shear 1067A 6-N12" 1.00 28.2-6 B-22 7 8-29 123000 4350 NZ' Shear 1068A 6"xl2l" 1.00 28-26 8-22 7 B-29 1240M 4390 Neo -m Shear 1.069A 612" 1-00 28-26 8-22 7 8-29 124000 4390 WON Shear 1075A 6ffAx12" 1.00 28.26 8-25 7 9-01 97000 3430 Neo. Shear 1082-A 61"x12" 1.00 28.26 B-29 7 9-05 112000 39GO Neo., Shear NCO-::-- Neoprene Clap. suiptiur cap AsTm C 617 Remarks -a. Reviewed BY: Bret L. McGowan/President CC: BYU Idaho, City of Rexburg,, Walters Ready Mix, FFKR Architects, Jacobsen's Const., Double J Concrete Y COMPRESSIVE STRENGTH SUMMARY DT -,or - Projects. Thomas E. Ricks Building Project No.: 03-0003 Mix No.: 513 Report No.: 6 Contract+ar: Double 3 Construction 5upplier: Walters Ready Mix Structures: Footings &stem walls Cement Type I & H lA 564 lbs. Water 30 gals./2501bs. C.A.: 3/4" Rock )-F 96 ASTM C 33 1727 Ibs. F.A.: Sand MA -22 ASTM C 33 1238 lbs, MB -AE 90 ASTM C 260 1 Oz./cwt. Prokrete N ASTM C 494 3oz./cwt. cement Sand/Aggregate Ratio 43.5% W/C Ratio .944 Air Content 6.0% +/-1.50/0 Slump T'r +/-l",f Slump with Superplasticizer 8131 max Rheobuifd 1000 ASTM C 494 5 oz,/cwt. cement Sp2�ed Irc (psi)= 4M 11D come CYE Date Test Test Total COM -0Cap RacL Diam. & Fc Area Cast Age Date Load StrenqM Height 1058B 6f`x12fr 1.00 28.26 8-15 28 9-12 126COO 4460 Neo Sh ear 105K 6"'x12 1.00 28.26 6-15 "28 9-12 128000 4530 Neo. Shear 1WIB 6"'kU" 1.00 28.26 8-22 28 9-19 128000 4530 Nem Shear 10-66C 6"x12" 1.00 28.26 B-22 28 9-1-9 130000 4600 Neo. Shear 10678 6"x12J" 1.00 28.26 8-22 28 9-19 127000 4490 Neo. Shear 10670 6"x12" 1.00 28.26 8-2-2 28 9-19 129000 45W Neo. Shear 1069B 6"k12"" 1.00 28-26. 8-22 28 9-19 128000 4530 Neo. Shear 1069C VxlZ"' 1.00 28-26 8-22 28 9-19 131000 4640 giear 1075B 6ffxl2'y 1.00 28-26 B-25 28 9-22 125000 442-0 Neo. Shear 10750 6"x12" 1.00 28,26 8-25 28 9-22 128000 4530 Neo. Shear 1084A 6N12"" LOO 28.26 B-29 7 9-05 109000 3860 Neo. Shear 1084E V" 1.00 28.26 8-29 28 9-26 125860 4450 Neo. Shear 1084C 6"x12m 1.00 .28.26 8-2-9 28 9-26 12-5900 4460 Neol. Shear 1085A 6"IxU" 1.00 28.26 8-29 7 "5 12-1000 4280 Neo. Shear 1085B 6"xU" 1.00 28.26 8-29 28 9-26 156720 5550 Neo. Shear 1.00 28.26 8-29 2-8 -9-26 151740 5370 Neo. Neo.- Neoprene cap. Sul.- Sulphur cap ASTM C 617 Remarks: Reviewed By: Bret L. McGowan/President CC: BYU Idaho., City of Rexburg, Walters Ready Mix., FFKR Architects, Jacabsen's Const., Double I Concrete P-Ot BOX py U: 1D 83K4-40 Project: Thomas E. Ricks Building PrejAd Ne.: 02-0001 Mix No.: 513 Report No.: Contractor. Double I Construction Supplier: Walters Ready Mix Structures,: Footings &stem walls rA Mix Design Components Mix Design Propawtions Cement Type I & 11 LA 564 lbs. Water 30 gaffs./25a lbs. CA,.: 3/4"1 Rock J -F 96 ASTM C 33 1727 lbs. F.A.. Sand MA -22 ASTM C 33 1238 lbs. MB --AE 90 ASTM C 260 1 Oz./cwt. Prokre'te N ASTM C 494 3az. jcwt. cement Sand/Aggregate Ratio 43.5% Wf C Ratio .4�4 Air Content 6.0% +/-1.5% Slump 3.. +/-IFl Slump with Sup+erpfastieizer 91213 max Rheobuild 1000 ASTM C 494 5 Oz./cwt. cement S "fled f c si = 4i3fltl ID CYIn Corr. CYL Date Test Test Total Compres Cap FmcL Diam. BE Fact. Area cast Age Date Load So Height Sbmngth ID 1086A 6"x12 1.00 28.26 B-29 7 9-05 98000 3470 Neo-, Shear 1086B 6"xU" 1.00 28.26 8-29 28 9-26 120170 4250 Neo. Shear 1086C 6-'St12," 1.00 28.26 8-29 28 9-26 116210 4110 Neo. Shear 1089A 1.00 28.26 9-05 7 9-12 10 3860 Neo. Shear 10896 6"x12" 1.00 28-26 9-05 28 10-03 136890 4840 Neo. Shear 1089C 6"5c1T" 1.00 28.26 9-05 28 10-03 138040 4880 Neo. Shear 1090-A 6NI2r 1.00 28.26 9-05 7 9-12 110000 3890 Nev. Shear 1090B 6N12" 1 1.00 28.26 9-05 28 10-03 124650 4410 Neo. Shear 1090C 6"x12" 1-00 2a.26 9-05 28 10-03 126910 ff 0 Neo. Shear 1091A 6N12 1.00 28.26 9-12 7 9-19 98000 3470 Neo. Shear 1092-A 6"x12" 1.00 28.26 9-12 7 9-19 111000 3930 Nev. Shear 1093A 6"x12" 1.00 28.26 9-12 7 9-19 114000 4030 Neo. Shear 1096A 6",1x12" LOO 28.26 9-18 7 9-25 125280 4430 Neo. Shear 1097A 5'lxl2l' 1.00 28.26 9-18 7 I 9-25 1.23840 4380 Neo. Shear Neoprene cap. Sul.= Sulphur cap ASTIM C 617 Remarks: Re���wed By. Bret L. McGowan/President CC: BYU Idaho'. City of Rexburg, Walters Ready Mix., FFKR Architects, Jacobsen`s Const., Double J Concrete RVOO . ID 8117.31440 i� COMPRESSIVE STRENGTH SUMMARY Project: Thomas E. Ricks Building Project No.: 03-0003 Mix No.: 513 Report No,.: 8 Contractor: Double ]Construction Supplier. Ready Mi x Structures: Footings &stem walls Mix Design Components Mix Design Proportions Cement Type I & II LA 564 Ibs. Water 3D C.A.: 3/4"" Rock J -F 96 ASTM C 33lbs, /2.��s. FA.: Sand MA -22 ASTM C 33 1727 1238 Ibs. MB -AE 90 ASTM C 260 1 Oz./cwt. Rrakrete N ASTM C 494 3oz./cwt. cement Sand/Aggregate Ratio 43.5% W/C Ratio AAA Air Content 6.0% +/-1.5% Slump 3ff +/-l'r" Slump wl*th Superplasticizer g„ max Rheobuild 1000 ASTM C 494 5 Oz./cwL cement S `feedci 4000 ID Cyle Corr. Cyl. Date Test Test Total Compres Cap Frame. Nam. & Fact Area cast Age Date Load so Height SbwKjth Corr. ..0 10910 6""xI2" 1.00 28.26 - 9-12 28 10-10 122160 4320 Neo. Shear 29f (P§ r 1091C 6j"W2" 1.00 28.26 9-12 28 10-10 125340 ddido ff PEI Neo., Sheor 1092B 6"Ix12 1.00 2826 9-12 28 10-10 125640 6ar 1092C 6""xI2" 1.00 28.26 9-12 1 28 10-10 125010 4450 Neo. Shear 4430 Neo. Shear *Ifts 1093B 6"x12"1-00 28.26 9-1 I2 28 0-10 123320 4360 Neo. Smear 1093C 605(12Af 1.00 28.26 9-12 28 10-10 10196B 6N12" 1.00 1-24120 4390 Neo. Shear 2-8.26 9-18 28 10-16 153720 5440 Neo. Shear 109.6c 6"xI2" 1.00 28.26 9-18 28 10-16 150810 1097B 6N12" 1.00 28.26 9-18 28 10-16 149920 5340 Neo. Shear 1097C 6"'v -x12"" 1.00 28-26 9-18 28 S310 Neo. Shear 10-16 150010 5310 Neo, Shear 1104A Vx12" 1.00 28.26 9-29 7 10-06 99670 3530 Neo., Shear 1104B 6.N12"" 1.00 28.26 9-29 28 10-27 127720 4870 Neo. Shear 1104C I 6"x12" 1.00 28-26 9-29 28 10-27 127140 4850 Neo. Shear Neo.= Neoprene -cap. SQL = Sulphur cap ASTM C 617 Remarks: Revmewed * By: Bret L. McGawan/President CC: BYU Idaho, City of Rexburg, Walters Ready Mix,, FFKR Architects, Jacobsen`s Const., Double 3 Concrete COMPRESSIVE STRENGTH SUMMARY 4;6,. lox 1111 3 Project: Thomas E. Ricks Building Project No.: 03-0003 Mix No-,: 513 Report No..: 9 Contractor,., Double I Construction Supplier: Walters Ready Mix Structures: Footings &stem walls Mix ENmign Components Mix Design Propatiats Cement Type I & Il LA 564 lbs_ MMO-0 ------- Water 30 gals./250 lbs, C.A.: 3/4" Rode J -F 96 ASTM C 33 1727 lbs. F.A.: Sand MA -22 AST74 C 33 1238 lbs:,, MB -AE 90 ASTM C 260 1 OZ./cwt. Prokrete N ASTM C 494 3oz./cwt. cement Sand/Aggregate Ratio 43.5% W/C Ratio .qqq Air Content 6.0% +/-1.,5% Slump 3" +I -1m Slump with Superplastic¢er g„ max Rheobuild 1000 ASTM C 494 5 oz./cwt cement SP -Lis -zed Pc (psi)= 4400 ID CYIU corr., CY10 Test Test Totad c4awces cap LOFad I Digym. & FacL Ama Caft Age Date Hoight 1105A 6NI20Y 1.00 28.26 9-29 7 10-10 102900 3640 Neo. Shear 110SB 6"xl2ff 1.00 28.26 9-29 28 10-10 140290 4960 Neo. Shear 1105C 6'IxI2" 1.00. 28-26 9-29 28 to-io 143000 5060 Neo. Shear 1109A 6N12 1.00 28.26 10-02 7 10-10 104660 3700 Neo. Shear 1109B 6,wxl2'7 1.00 2-8.26 10-02 28 10-10 126380 4470 Neo. Shear 1109C 6"x12w 1.00 .28-26 10-02 28 10-10 124310 4400 Neo. Shear 1110A 6"x12" 1.00 28.26 10-06 7 10-16 83610 2960 Neo. 1110E 6N12 1.00 28-26 10-06 28 10-16 1368SO 49JLO Neo. Shear 1110C 6"x12" 1.00 28.26 W -W, 28 10-16 133170 4710 Neo. Shear 1120A 6N12" 1.00 28.26 10-09 7 10-16 113460 4010 Neo. Shear 1120B 6"'x'12 1.00 28-26 10-09 28 11-06 165420 S850 Neo. Shear 11ir 112,OC 6"x12 1.00 IG -09 28 11-06 167710 5930 Neo. Shear Neo,= Neoprene cap. Sul. = Sulphur cap ASTM C 617 Remarks: Reviewed By:@ Bret L. McGowan/President CC: 6YU Idaho., City of Rexburg, Walters Ready Mix,, FFlCR Architects, Jacobsen's Const.,, Double 3 Concrete COMPRESSIVE STRENGTH SUMMARY Box 143 Rexburg, ID 83440 Project: Thomas E. Ricks Building Project No.: 03-0003 Mix No.: 513 Report No,:, 10 Contractors. Double I Construction 4b. Supplier: Walters Ready Mix Structures: Footings &stem walls Moc Dcsign Components Mix Design Proportiar: Cement Type I & 11 LA 564 lbs. Water 30ga1sJ250 Ibs. C.A.: 3/4" Rock J -F 96 ASTM C 33 1727 lbs. EA.,., Sand MA -22 ASiM C 33 1238 lbs. MB -AE 90 ASTM C 260 1 oz./cwt. Prokrete N ASTM C 494 3oz./cwt cement Sand/Aggregate Ratio 43.5% W/C Ratio .444 Air Content 6.096 +/-1.5% Slump 311 +/.1" Slump with Superplasticizer g" max Rheobuild 1000 ASTM C 494 5 OzJCwL cment ificd 1'c ID Remarks: Reviewed By Bret Le McGowan/President CC: NYU Idaho, City of Rexburg, Wafters Ready Mix, FFKR Architects, Jaovbsen's Const., Double I Concrete ConteC14- Date Test Test Tl ir cap Diam. & FacL Area cma Age Daft Le- ad S. Fleigift 1129A 6"x12"f 1.00 28.26 10-17 7 1-24 107820 3820 Neo. Shear 1129B 60x12ff 1.00 28.26 10-17 28 11-14 137970 4880 Neo. Shear 1129C Vxir 1.00 28-26 10-17 28 11-1111 4 139040 4920 Nam, 612" 1.00 28.26 10-23 7 10-30 108340 3830 Neo. Shear 1141B 6N12ff ' 1.00 28.26 10-23 28 11-20 1361,10 4820 Nm. Shear 1141C 6N1a 2 1.00 28.26 10-23 28 11-20 133850 4740 Neo. Shear 1145A 6N12" 1.00 28.26 11-10 3 11-13 75970 2690 Neo. Shear - 1145B 6"xl2'w 1.00 28-26 11-10 7 11-17 127720 4520 Neo. Shear 1145C 6N12" 1.00 28.26 .11-10 28 12-08 159310 5640 Nea. Shear 114SD 6"x12" 1.00 28.26 11-10 28 12-M 155850 5520 Neo. Shear Neo. = Neop retie cap. Sul. = Sul ph cap ASTM C 617 Remarks: Reviewed By Bret Le McGowan/President CC: NYU Idaho, City of Rexburg, Wafters Ready Mix, FFKR Architects, Jaovbsen's Const., Double I Concrete AdIft AdML UK " EMIL � � -.a— r- ��!JA I't-:P Report No.: 11 zea-4a�-i��� Rexburg, Thi 83440' Project -am Thomas E. Ricks Building Project No.: 03-0003 MIX No,,: 513 ContraGtQr: Double I Construction Suppfier: Walters Ready Mix Structures: Foatings & stem walls Mix Design Components Mix Design Proportions Cement Type 1 & 11 LA 564 lbs�Water 30 gels.250 lbs. C.A.: 3/4" Rock ]-F 96 ASTM C 33 1727 lbs, F.A.: Sand MA -?..2 ASTM C 33 1238 lbs. MB -AE 90 AS"TM C 260 1 Oz*/CWL Prokrete N ASTM C 49'4 Sand/Aggregate Ratio 3oz./cM. cement 43,50/o W/C RatiQ Air Content Slump 6.00%+/-1.5%mficiz Slump with Superplaer 31? +I-iff 8" max Rhevbuifd 1000 ASTM C 494 5 OZJCWL Oament irc 4000 ID Cam CY10 Date Test Test Total Compres cap Fract Diam. & Fact. Area Cast Age Date Load s. Udght 1146A*- 6N12'Fr 1.00 2-8-26 11-10 3 11-13 68450 2420 Neo. 11468 6"x12'ff 1.00 28-26 11-10 7 11_17 Shear 11460 6""'xU" 1.00 28,26 11-10 213. 12_08 125810 44SO Neo. Shear 6N120 14ffilO 5200 Neo. Shear 1.00 28-26 11-10 28 12-M 145780 5160 Neo. Shear 1150A 6ff"'x12" 1.00 28.26 11-26 7 12 B 120340 4903 Neo. Shear 11508 6'mk12 1.00 28.26 11-26 28 12-24 -154150 5460 11510C 6"x12"1.00 28.26 11-26 28 12-24 fes. Shear 1154A 6"k12" 1.00 28.26 12-M 7 12-15107780 5530 Neo. Shear 107780 3810 Nea. Shear 11548 6""x12 1.00 28.26 12-08 28 1-05 140170 4960, Neo- Shear 11W 6mk12" 1.00 28-26 139050 4920 Neo. year Nom-= Neoprene cap. Sul.- Sulphur- cap ASTM C 617' Remarks: Reviewed Bys, Bret L. McGowan/President CC: BYU Idaho, City of Rexburg,, Walters Ready Mix, FFKR Architects, Jacobsen's Const... Double J Concrete