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Home My WebLink AboutTransit MixNov 25 08 03:54p Transit Mix Concrete 9797785503 p.3 TRANSIT MIX CONCRETE & MATERIALS COMPANY Mld-Centr:JI Division 4000 PSI r--'1'1-·:S-T--l-)A-.1-·11-. --si:;·,~i·---A-llt--\-\',-\'f-•. -.R-------------" v-1-m-,,-<:-V.--:\'-1"1-,;\-.-,,..-:-l{'.".".1)--,-:-\\:-. •• -::-m:-::A-:-:<:::-:..:• i.C.:..:<l;.;..11.:.;;N.;..T_..;:.::.;.·,,;;..;M.;..:.l'.:..:l ·.;..:.l':I~) _.:.;,llN;_<;..;'1.:..:11.;;;~'";:...' ---'-' '("")N;.;..·1~·1.;.;.1,:-.;_·'l'_.\"'"-1>_n_1t_1)_..._1 ~~~~L_2!Ll_>A_Y __ ~_-1_·1c_J(_Nl_n_·1_1 _l)~g_vl~':I l'rlU:1w:·111 1 7/20/08 7.5 2.6 5 2 7/21/08 3.5 4 3 7/15/08 5 2.ti 0 4 7/15108 ti.6 2.li 6 fj 7116/08 5 3 0 -· 6 7/14/00 4.26 3.1 7 7/1~ (I 3 0 ~ 7111108 6 2.5 0 9 111110/l-4 3 0 --10 7/10/08 3 2.7 11 7/3/08 6 -i.76 10 12 713/0B 7.5 2.5 15 ,... .. 13 713108 6.5 3 14 713108 8 3 6 15 711/08 6.5 3 10 16 711108 7.5 2.5 8 17 7/1/08 7,G 3 10 18 711108 6,5 2.li 10 ·---19 6/26108 4.5 2.5 20 6/26/08 8 3 21 6/26106 3 22 6/26/08 8.6 :I 23 6/26/08 7 3 ···24 6120108 6 3 --··6 ·119ios 25 7 3 26 6119108 8 3 27 6/10108 8 2.5 ~ 28 6/19/0Q G 3 29 6/19/08 6 3 30 6/16/08 2 4 STRENGTH REQUIREMENT (f e) AVERAGE STRENGTH STANDARD DEVIATION (s) Required 28 Day CompreS$fVe Strength: (S -1) f'.,= r.+ 1.34s r' .,.. 4.614 (5-2) f\,"' • 2.33s. soo r.,. 4,667 20 25 0 0 7 0 10 10 17 10 Cl 2980 4050 4100 4075 39So 4930 4590 4760 3770 4360 4390 4385 3800 4830 4890 4660 3280 4070 4180 4125 3490 463(i 6090 4860 4210 622~ 6380 6300 4390 6340 !i610 5475 4070 4980 5120 5050 2080 5060 5260 5160 3690 4050 4770 4410 3370 4210 4100 4165 3860 4220 4300 4260 312.0 4130 4060 4090 3040 4020 4110 4065 2940 4060 4160 4120 3030 4110 4040 4076 ·-.... ·--· 2950 4030 4070 4050 4340 4760 5070 4915 3380 4070 4160 4115 3910 4G1~ 4290 4400 4010 4530 4770 4650 3950 4650 4560 4605 3340 4090 4180 4135 4320 5030 4710 4870 3890 4340 4410 43/'5 3490 4390 4610 4450 3080 4730 4930 4830 3690 441l0 4350 441G 4400 5530 5980 6765 4,000 PSI 4,560 PSI 45S PSI According to ~Cl J01 Chilplor 3, tho roqulrcd ovNnge 28 Cfay comprl's5Jve str1mgth I 4,614 ror the 30 strangrh test <lata av;,flilbll' for mvll!w. ·Since the averago compressive strnngth of th~ 30 tcst5 ls ~ psi, the propos!!d mix meets ACI stron(}th requirements. 4000 {;tdv.xls 458 ~ - .. Nov 25 08 03:54p Transit Hix Concrete 9797785503 p.2 Transit .'.Mix --------~C.~NC?.~~TE & MATERIALS. COMPANY I\ ~11bsioio1y of TR IN ITV INOUSTRIG~-s;;-, -:-:,N::::C~. ~~--------- CONCRETE SPECIFICATION REPORT & DESIGN PROJECT: The Barracks CONTRACTOR; Wallace Phillips BATCH DESIGN: 4000 PSI LS PG #1743 MATERIAL SUPPLlER CEMENT TYE'E I CAPITOL ASTM C 150 FLY ASH CLASS C MRT ASTM C 618 FINE AGGREGATE LITTLE RIVER ASTM C 33 FINE AGG BLEND LITTLE RIVER ASTM C 33 COARSE AGGREGATE UTILE RIVER ASTM C 33 COURSE AGG BLEND LITTLE RIVER ASTM C 33 WATER CITY 29 AIR% BASF .1 WATER REDUCER BASF 15 RETARDER BASF 0 122 HE BASF 0 PERFORMAX FIBER PGI TO REPLACE 3/8 BAR 12"0C MIX CHARACTERISTICS WATER/CEMENT RA TIO, (CEMENT/WATER) AIR CONTENT, (ENTRAPPED + ENTRAINED) PERCENT COARSE AGGREGATE SLUMP, (INCHES) CONCRETE UNIT WEIGHT, (THEORETICAL) 1743·4000-20-.51.xls 1· t) ftl,))( •P1 I • hf(Vf\j\t I I /.I\!~ ,· lllHH 0/tl 1·1~ •Hiil ~ lhX ~lfU I/fl :.•.0:1 POUNDS/CY/ABSOLUTE SSD MATL. WGT. VOLUME 376 1.91 94 0.57 1413 8.61 0 0.00 1230 7.67 539 3.29 242 3.87 1.08 3893 27.00 0.51 PLUS I MINUS 1 % 4% 56% PLUS/ MINUS 1" 4n 144.20 11125/2006