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ROCK - SAND - BASE MATERIALS <br />READY MIX CONCRETE <br />Date a1 1/2019 <br />Projoct: Metro East - 2222 E. First Street, Santa Ana <br />Contrector: Moody Masonry <br />Doscription: 2500 psi 1" Mix <br />Strength (fc): 2500 psi WC rclio: <br />Slump: 4" Sack Contenl <br />Max. Size of Agg.: 1 ' Gavsk.: <br />Pump Type: Boom Pump/Place Un. WL: <br />ALL CONCREIE <br />'S "IXED <br />AND DELNERED IN ACCORDANCE WfiH AST'I C.U <br />Contents: <br />Cement (ASTM C-150) <br />Fty Ash-Class F (ASTM C-618) <br />Sand <br />1-1/2' x 3/4" <br />1' x #4 <br />Y8" x tl8 <br />Watet <br />Entrapped Air <br />36.0 gat <br />1.25 "/" <br />Wt <br />ADMIXTURES : <br />Remark: The cte ineer should review this mix to ensure com nce to cts ifications <br />2' 1 1n"1' y4" 1/2'v8"No4 NoA No 16 No30 NoSO No100\o <br />ROBERTSON'S <br />Sand Source : Robodson's Redlands <br />Rock Source : Robedson's Corcna <br />Cemenl : Podland Cemenl Typo N WE'"'c- t-"oLt. cfirEr r{d <br />ln.v'!. ,n F..drr{ <br />0.u <br />5.00 sk <br />7.20 <br />147.1 <br />Ash C/ass F O6.a, 8Fsrd XrD <br />Cr*rrg 6 dr, lq l.Ed c(,rEtnrr. nl tr (h.f <br />cd!.ar d ,. Uq,ct tn qtr..t .o,ndft. yln t <br />htrrner ewn D lrr cdrt*r (burrn &, -kr',Hl 6 rtcl b lr. r.qr..t .ra. ol lt PlrE tn <br />|,..racaor. Crrltc a .-Fraa ts Oii...5' <br />*tclr .d b. cdli.nd .rn co.r.La(, .t ,l pb tr. <br />Lb..iaar ,66... ..d a.irlqr6 oi .o.r.!E!o.r <br />codda.n ol Carr-b.. dl elh h.r oa tt olrl ttr <br />r\d ,. .-It ro.' !'rb.h.H ol ild wt <br />Aooraoalas meet ASIM C-33 <br />Fax (951) 280-1429 <br />aEBa &o{l{. E,ol€r(x mc <br />Cdr{llrp Cd r thdrd Eg.r..t <br />o,, 02-_11-2019 <br />", _ s.E.E. <br />R5250831Concrete Mix Design #: <br />w. t2/31/N <br />Aggregate l,ye,bhts are SSO, Moisture in Aggrogales Must D€ Considered When Detemining Total Mix Wator <br />MIX DESIGN PROPORTION <br />%ioused Sp. Gr VolumeBatch Wt <br />3972 Vol. = <br />100 <br />27.00 <br />3.15 <br />2.33 <br />2.62 <br />2.67 <br />2.65 <br />2.65 <br />2.39 <br />0.00 <br />8.76 <br />0.00 <br />8.76 <br />1.95 <br />4.81 <br />0.34 <br />45 <br />0 <br />45 <br />10 <br />470 <br />0 <br />S/ze <br />0 0 0 0 0 o9533731 <br />0 0100045 <br />018211010 <br />98 80 210010010010045 <br />46 3610098 <br />(951) 685-2200 ext 6381 P.O. Box 3t <br />0 <br />1432 <br />0 <br />1448 <br />322 <br />299.9 <br />60 <br />11/2', <br />- <br />- <br />6- <br />0.T_T100 I 100 <br />100 | 100 <br />38 I 12 <br />100 I 96 <br />le5 <br />100| 100 <br />70 I <br />100 | 100 60 l3elr8 l6 <br />1ooo <br />ls I I I s I r10007 lt2Combined100 <br />Retaining Wall/Fence Wall Footing