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DR9301-CS 921123i40V ' 11-39 PIONEER CONCRETE 4i5 Pioneer Concrete Of Texas, Inc. 3301 Airport Frwy. Suite 326 Bedford, Texas 76021 817 - 540 -2929 DATE: 11 -23 -92 CONTRACTOR:Gi,bson & Associates PROJECT: Shady Knoll - Shadow Creek MIX SPECIFICATIONS: MIX DESIGN 4 0464 Strength:4000 psi Slump: 4" Max. Air: 3 - 61 W/C Ratio 5.24 (Gal /Sack) W/C Ratio 0.46 (Lb /Lb) Max. Temperature: 90 Concrete must be sampled per Test specimens must be made AST14 C -172. and cured per ASTM C -31. MATERIALS ASTM STANDARDS WEIGHTS Cement ASTM C -150 Type I 564 lbs. Fl y Ash ASTM C-618 Type 1 T Coarse Aggregate AS C -33 57 1 1875 L s. Coarse Aggregate ASTM C -3 Ibs. Lzg. tweig t A. M -3 s , Fine gg.regate ---- C -33 1207 s. Fine Aggregate AST v -33 s. Admixture ASTM C -494 Type A or r 22.T7 — z. 8mixture ASTM C -494 Type -- oz. Admixture AS C -260 2 z, Water 2 s. Quality Control Department QU ity ContrpJ, Manager 2020 Baird Farm Road Arl ington 4 � 1 4 — t TeXds 76011 r r� st Phone: (817) 265 --0789 FaX; (617) 265 -0789 (817) 860 -2071 :Please send the test results from this job to the Quality Control Department. NOW 23 '92 11:39 PIONEER C'ONCRETE_.- P. 5/5 Pioneer Concrete of Texas, Inc. Lab: PST Contr.: Clark Morris Job: RFC} Memorial Medical Center Mix No.: 0468 Strength: 4000 Agg. Size 1" Cement: 564 rly Ash: C Agg.: 1825 C Agg.: Standard Deviation; 421 E Agg.: 1257 Average Strength: 5112 E Agg.: Admix.: 22.6 oz. Admix.; AEA: 2.8 oz. Water: 262 Date Temp. :lump 7 Day 7 Day Average 28 Day 28 Day Average 3 Con Avg 11 -19 -91 78 5.25 4120 4120 4120 5310 5660 5485 11 -19 -91 74 5.5 3940 3940 3940 5160 5310 5235 11 -19 -91 78 5 3570 3570 3570 4970 5310 5140 5287 11 -19 -91 80 5 3820 3820 3820 5250 5480 5365 5247 11 -19 -91 74 5.5 3970 3970 3970 4770 4950 4860 5122 11 -19 -91 78 5.25 3940 3940 3940 5130 5230 5180 5135 11 -23 -91 64 5.5 3710 3710 3710 4880 5160 5020 5020 11 -23 -91 62 5.5 4020 4010 4010 4400 4600 4500 4900 11- -23 -91 60 4,75 0 4950 5210 5080 4867 11 -23 -91 63 5 0 4700 4660 4680 4753 11 -23 -91 64 5 0 4840 4630 4735 4832 11 -27 -91 76 5 3110 3110 3110 4420 4670 4545 4653 11- 27--91 70 5 3570 3570 3570 5190 5040 5115 4798 11 -27 -91 76 5 3460 3460 3460 5060 4900 4980 4880 11 -27 -91 74 5.5 3890 3890 3890 4900 5130 5015 5037 11 -27 -91 74 5.25 3860 3860 3860 5310 5130 5220 5072 11 -27 -91 75 5.5 3730 3730 3730 4440 4760 4600 4945 11 -27 -91 74 5 3040 3040 3040 4810 5040 4925 4915 11 -30 -91 72 5 4030 4030 4030 4600 4830 4715 4747 11- 30-91 68 5 3860 3860 3860 4950 5130 5040 4893 11 -30 -91 68 5.5 3360 3360 3360 4930 4950 4940 4898 11 -30 -91 66 5.5 3680 3680 3680 4770 4680 4825 4935 11 -30 -91 70 5.25 0 4700 4950 4825 4863 11 -30 -91 68 5.5 0 4970 4970 4970 4873 11- 30--91 68 5 0 4950 5020 4985 4927 12 -05 -91 70 5.25 4420 4420 4420 5800 5820 5810 5255 12 -05 -91 62 5 4400 4400 4400 5310 5480 5395 5397 12- -05 -91 68 5 4240 4240 4240 6210 6020 6115 5773 12--05 -91 66 5.25 4070 4070 4070 5942 6020 5981 5830 12-05 -91 65 5.25 4170 4170 4170 6150 6020 6085 6060 NOV 23 '92 11:38 PIONEER COr4CRETE Pioneer Concrete Of Texas, Inca 3301 Airport Frwy. Suite 326 Bedford, Texas 76021 817- 540 -2929 DATE: 11 -23 -92 CONTRACTOR:Gibson & Associates PROJECT: Shady Knoll - Shadow Creek MIX SPECIFICATIONS: MIX DESIGN # 4700 Strength :3000 psi Slump: 4" Max. Al x: 3-6% W/C Ratio 6.29 (Gal /Sack) W/C Ratio 0.5E (Lb /Lb) Max. Temperature: 90 Concrete must be sampled per ASTM C -172. Test specimens must be made and cured per ASTM C -31. MATERIALS ASTM STANDARDS WEIGHTS Cement ASTM C -150 Type I 470 lbs. y Ash ASTH C-618 Type lbs. Coarse Aggregate ASTM C -33 57 1875 L sx Coarse Aggregate .ASTM C-33 s. ig tweig t ASTR -330 . Pine Aggregate AS C -33 1292 lbs. Fine Aggregate ASTM C -33 l . Admixture ASTM C -494 Type A or D 18.8 oz, Admixture ASTM --494 Type OZ. Admixture AS C-260 2.3 oz. Water 262 bs. Quality Control. Department Q ity Contry Manager 2020 Baird Farm Road Arlington Texas 76011 ary D a F rles Phone: (817) 265 -0789 Fax: (817) 265 -0789 ( 817 ) 860 --2071 Please send the test results from this job to the Quality Control Department. NOV 23 '92 11:39 PIONEEP CQt RETE •3'5 Pioneer Concrete of Texas, Inc. Lab: SWL Contr.: Austin Commercial Job: Dallas Morning News Mix No.: 4700 Strength: 3000 Agg. $ize 1" Cement: 470 Ply Ash: C Agg.: 1875 C Agg.: Standard, Deviation: 487 F Agg.: 1292 Average Strength: 3950 F Agg.: Admix.: 18.8 Admix.. AEA: 2.3 Water: 262 Date Temp. slump 7 Day 7 Day Average 28 Day 28 Day Average 3 Con Avg 09- 14-W92 90 5 2550 2550 2550 3210 3210 3210 3680 09 -15 -92 90 5 2950 2950 2950 3580 3760 3670 3520 09 -22 -92 89 5 3400 3400 3400 4510 4340 4425 3768 09-23-92 87 5 2590 2590 2590 3380 3290 3335 3810 09 -24 -92 88 5.5 4030 4030 4030 4830 4860 4845 4202 09 -28 -92 86 5 3560 3560 3560 4730 4930 4830 4337 09 -29 -92 89 5 3070 3070 3070 3860 3680 3770 4482 09 -30 -92 86 5 3480 3480 3480 4540 4600 4570 4390 10 -01 -92 89 5 2850 2850 2850 3800 3600 3700 4013 10 -02 -92 79 5 2790 2790 2790 3470 3540 3505 3925 10-05 -92 84 5 3360 3360 3360 3800 3860 3830 3678 10 -06 -92 89 5 3260 3260 3260 4320 4320 4320 3885 10 -08 -92 68 5.5 3220 3220 3220 4780 4530 4655 4268 10 -08 -92 66 5 3180 3090 3135 4000 4030 4015 4330 10 -08 -92 65 5.25 3030 2940 2985 3920 3760 3840 4170 10 -08 -92 66 5.25 3020 2790 2905 4040 4040 4040 3965 10 -08 -92 68 5.25 3530 2850 3190 4460 4350 4405 4095 10-08 -92 66 5 3090 2960 3025 4130 3930 4030 4158 10-08 -92 69 5 3110 3130 3120 3830 4000 3915 4117 10- 20--92 79 5 3320 3420 3370 4580 4460 4520 4155 10 -10 -92 79 5 2550 25001 2525 3450 3500 3475 3970 10 -10 -92 80 5.25 3580 3600 3590 4600 4670 4635 4210 10 -12 -92 79 5.5 2630 2550 2590 3210 3460 3335 3815 10 -12 -92 79 5 2770 2640 2705 3680 3480 3580 3850 10 -12 -92 81 5.25 2880 2850 2865 3830 3580 3730 3548 10 -12 -92 78 5 2770 2660 2715 3420 3560 3490 3600 10 -12 -92 78 5 2870 2720 2795 4050 3930 3990 3737 10 -12 -92 78 5 3120 3140 3130 4030 4220 4125 3868 10 -12 -92 86 5 2730 2930 2830 3680 3670 3675 3930 10 -12 -92 86 5.5 2490 2490 2490 3080 3000 3040 3613