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TR9301-CS 930115FRC14 GIFFOR - HIL - Gifford -Hill & Company <C Sir , LE 24Lb_ _ �s EtF DALLAS CONCRETE January 15, 1993 sIFFa RG•HILL , TO: AR Jang Electric Systems PROJECT: City of Coppel Traffic Sig. SUBJECT: Proposed Mix Design SALESPERSCN - ,;•try Wires F. Gentlemen: We are pleased to suomit the following mix •.ic:s L LCir your approval on the above referenced project. Please use uur GHS� when ordering concrete. MIX DESIG3t Y -_ ONE CUB- iCA1tL _� S,-)) Specified 28 day Strength(f'c) :'lass "A." Mix Number GHS#f 13 Cement Type I Flyash - Class C ASTM #57 Aggregate Sand Water Water Reducing Admix Air Entraining Agent Superplasticizing Admix DESIGN M IX CHARA CTERISTICS Slump - Inches 2 - 4 Unit Wt. - lb /cy 146,5 WIC Ratio - lb /lb .55 Air Content -- 3.0 - 6.0 Flyash - % /WT 470 lbs. 1 b.s . I'J00 lbs. lbs. 1328 lbs. 258 lbs. 0.0 ozs. 2.4 ozz. o7S. COiYIP V-c , .�„ ;, NG`; P� YY - From Historical Data - ToSt Agra 3 - Day. -' 7 - Day 28 - Day 4277 The above mix design is guaranteed to acvhiz:ve zp=vifiad compressive strength when tested and evaluated in .rc;Lciance with applicable ASTM and ACT test mothods tit; s�`EZCn.flr utic_. ^,. We would appreciate notification of mix design ap�;r.c�val br�rorp commencement of concrete placement. Please do tact call if you have any question concerning t"ie rji -K Respectful y ib �t�d, trank Nivk �,�cu�' • Quality Control wAn% ger FROM GIFFOEC' -HIL,. Page No. 10/27/92 GIFFORD 6 CCWAkY GF1 DALLAS CCliC'RFTE C*NCRETE MIX DES :GM EVALUATION REKIRT ( ACI 214 ) - 2S DAYS - CUSTOMER: R.O. / Tralbertake PROJECT; Men's / Sam's Club MIX go.: GMS - 13 SPECIFIED STRENGTH: 3000 PSI a 28 DAYS TOTAL NO. OF TEST: 39 TOTAL AVERAGE. 4277 PSI STANDARD DEVIATIVN: 529 Pbi ALPHA - 3: 0.97 141 F 4: 5.1_ TEST DEL1V. X �,C*C Alk DAY 28 DAY 28 DAY 28 DAY 28 MOVING 3 -TEST RAVG:! - R DATE TICKET SLUMP WEIGHT AIR TEMP TEMF A fi C AVG AVG ME h "S 40VIO S_ V_wt STD V 1 02/08/92 352636 4.25 0.0 4.8 6c 0 4850 5210 0 5030 3tNJ 2 02;13/92 353391 4.75 0.0 4.8 72 0 5180 4810 0 4995 5015 370 324 C.5 7 C.; 3 022/19/92 354282 4.25 0.0 4.4 74 0 5930 6330 0 6130 538'; 53+3.', 4UU 354 6.2 527 - A 4 03123/92 358206 4.50 0.0 4.2 70 0 5080 5080 0 5040 530; 54J2 0 250 5 03/23192 358248 4.50 0.0 4.0 74 C 4600 46130 0 4640 517r 5263 w 4.7 47 8.9 6 03/23/92 358279 4.75 0.0 4.1 0 0 4580 4470 0 4525 SU6e 474L< 113 215 145 ,1 3.8 502 4 - 7 03/23/92 358299 5.00 0.0 4.0 76 0 4730 47C10 0 4715 5016 4621 3 0 518 1P.2 8 03/27/92 358865 5.00 0.0 3.6 64 0 4600 4610 C 4605 49x;5 4615 1f- 3,4 4r6 9.9 9 03/27/92 358890 5.U0 0.0 4.0 65 0 4�N) 4320 0 4290 :$9G' 45337 .0 483 9.7 10 03/27/92 358941 5.25 0.0 4.6 7: 0 3920 3760 0 3850 4786 4246 ,50 140 156 1;C ?.9 502 +0.5 11 04103/92 3598,60 4.5U 0.0 515 r 0 4290 4110 0 4M 4733 4113 18✓ 13, 18 ?,4 570 21.9 140 3,0 55'16 12,6 12 04103/92 359877 5.00 0.0 5.1 75 0 423 400 0 4145 4664 4 17U 1 58 1. 3,(, 593 ?,? 13 04/03/92 3599 - 24 5.00 0.0 5.4 78 4030 3290 0 3660 4605 4,002 740 15� idl 3.9 635 13.8 14 04/03/92 359964 5.00 0.0 5.2 78 0 ?3130 3600 0 349;) 4525 374 2; 174 13,' 4. F, 15 15 04/03/92 360021 5.00 0.0 5.0 80 U 4350 43517 0 4350 451.. 135: 675 . G 10 04/15/92 361722 5.50 0.0 4.4 79 S 3940 4060 0 4000 440 394; i7 166 1 i l' 3.6 656 1 14.5 17 04/15/92 361TiU 5.25 0.0 4.2 83 G 3910 3$50 0 120 167 151 3.7 647 14.4 3885 4446 4078 5,". 169 1R? 3.6 b4.5 14.5 18 04/23/92 362851 5.00 0.0 4.7 83 0 4160 4150 0 4155 4430 4013 10 lri4 7:Q 3.4 62? 14.2 19 04/23/92 362968 5.25 0.0 4.5 59 0 3380 3310 0 3345 4373 3A 70 1, 14o - . 1,59 ' 20 04/24/92 363057 3.00 0.0 4.1 88 0 4590 4420 0 4505 438( 4002 ' /0 ' 3. 1 15 21 04/28/92 363559 5.00 0.0 5.3 8;.' 0 41YO 40%0 0 41l0 4317 39+0 10 11 - ,6 3 642 '4.6 22 04129/92 363662 5.00 0.0 5.1 83 a 4010 4000 0 4U0S 4351 4210 10 165 14i 3.3 628 14.4 23 05/04/92 364199 4.50 0.0 4.3 84 0 4640 4-"C 0 4540 4359 422[ 200 149 1S,' 1 1 614 14.2 24 05/05/92 364347 6.00 0.0 5.3 09 0 X850 3930 0 388 434n 4145 e-0 r) °1 'j5 3.2 605 13.9 25 05/06/92 364478 5.50 0.0 4.9 80 0 3810 3810 0 381G 4318 4160 1 3.' 599 1;,8 26 05/12/92 2650 0.00 0.0 0.0 0 0 1820 3860 0 3840 4300 1 C 40 3', 73 , 3 ) 1 .9 596 ;3,g 27 05/13192 365479 4.00 0.0 O.0 86 86 3610 3710 0 3660 4276 3,r73 ,' 5v1 3.8 28 05/15/92 365673 0.00 0.0 0.0 ^ Ll 4600 4780 0 4-690 »291 100 125 2.> 593 11.9 29 05/20/92 365842 5.50 0.0 0.0 79 l5 4600 471 °_ 40 180 9•, 127 3.9 ;87 13.7 30 06/23/92 369712 5.00 0.0 0.0 89 85 425;; 44 0 4690 430 43� ; %;L tCu ';8 i &" 13.` 31 07/08/92 371289 3.00 0.0 0.0 0 93 4390 4320 0 4335 4',, 4S;'" 1; t' 1 U 1E' 3. G 4353 4307 44tU ;0 10 1Z.; 2 562 13,0 32 07108192 371300 4.50 0.0 0.0 0 85 3500 j570 a 3533 4283 40 r; A! 1,i 2..9 33 07/101'92 371696 5.00 0.0 0.0 87 85 36390 3930 0 3910 427"2 3931 569 13,3 34 07/14/92 67236 5.00 0.0 0.0 90 87 47 4.670 0 4105 4285 4250 4; Z ?.13 564 13.2 35 07/14/92 372.589 2.00 0.0 0.0 89 91 45341 4460 70 92 123 ? i1 560 , 3.' 36 07/24/92 374045 5.25 0.0 0.0 88 90 0 4445 42•ri 4.170 ?. i+9 1'.8 .8 553 12.9 37 08111192 376229 5.U0 0.0 O.0 90 4420 4530 0 4475 »256 4555 117 )uG 116 5 4t. 12,.7 38 08/28/92 378651 4.00 0.0 0.0 89 88 3961'- 4000 0 3986; 428? 4317 40 Cwt 115 2.7 541 12.6 39 08/28/92 378693 4.00 0.0 0.0 86 88 85 4000 3890 0 3945 4275 4 lln 93 115 ;.7 536 12.5 4250 4210 0 423E 427 "F 40 ? 4.) 'y 11� 2 6 5 29 12,4