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Park West CC(4)-LR 931214 Pi&neet Concrete Of Texas, !nc. 3301 Airport Frwy. Suite 326 Sedford, Texas 7602! ~17-540-2929 DATE: 12-14-93 CO~TRACTORtPot~er Concrete Co., Inc. PROJECT: }lJ Design MI~ SPECIfICATIOnS: MIX DESIGN # 0300 Slump: 5 Ra~. All 0~her, ~l~ Air: ' W/C Ratio 7.44 {Gal/Seek) W/C Ratio 0.66 {Lb/Lb} Max. Temperature: 90 Conorete muut be sampled per ASTH C-171. Test specimens mu~5 be made and cured per ASTM C-31. tiATERIALS ~STI~ ~TANDARDS WEIGHTS Cement ASTM C-150 Type Y ¢20 lbs. Fly a~h ASTI4 C-618 Typ~ lbs. Coarse ~ggregat~ -' ASTM C-~3 ~7 1~ 1~75 Lbs." Coarse ~ggregate ASTM C2~ lbs. Fine Aggrega=e AST~ C-33 " 1516 lbs. ' ' ~ine Aggregate' -- AsTM C-~3 lbs. Admixture ' ASTH C-494 Type A or D '- 16.8 oz~ A~mix~ure ASTH c-~gi Type 'oz. Admixture ASTH C-260 oz. Water 277 Quality Control Department Pioneer Concr~%e of ?ezas, Inc. Lab: Contr.: Various 3ob: Various Mix No.: ~<~_2%-~> Strength: 3000 Agg. Size C A~g.: St~dard g~ation: 397 F Agg.: 1332 Average Streng~: 3721 P Agg.: Ua~r: 262 ~te ~. Sl'~ 7 Day 7 Day Avenge 28 Dal~ 28 Da~ Average 3 ~on Avg 07-26-93 94 4.5 2~O 2650 2600 3310 ~I0 3360 08-16-93 90 S 22~ 2360 229~ ~140 3180 3160 08-16-93 91 3.75 2740 3100 2920 ~0 3760 3660 ~393 08-17-93 93 2.5 3~90 3390 3390 08-20-93 92 4.5 33~0 ~450 3395 4330 4~=0 4~0 ~103 08-21-93 9~ 5 2590 2590 2590 3310 3230 3270 3973 08-21-93 99 ~ !660 2660 2660 3480 ~540 3510 3700 08-23-93 99 4 2920 2920 2920 3880 3840 3860 3547 08-23-9~ 88 6.5 2750 2820 2785 3220 3~:0 3370 3580 08-23-93 88 5.75 ~340 26~0 2~8~ ~80 33~0 3&2~ 3550 08-23-93 90 ~ 2860 2860 2860 3820 3620 3720 3503 08-24-93 90 · 2850 2850 2850 3590 3630 3610 3583 08-25-93 90 5 2350 2350 2350 3~80 3~0 3~95 3508 08-27-93 90 4.5 3340 3840 38A0 ~830 A95~ ~690 3898 08-27-93 91 S. 5 3020 3130 3075 3720 3670 3695 3927 08-28-93 90 5 3000 3000 3000 3790 37[0 37S0 4112 08-28-93 87 5.5 3290 3290 3290 08-3Z-93 90 5 !890 2890 2890 3370 3470 ~20 3647 09-02-93 84 5 , 3100 3070 3085 4060 4070 406~ 3752 09-02-93 88 4.5 2790 2910 2850 3940 40~0 3990 ~25 09-03-93 83 ~ 3010 3~20 3065 3590 3580 3585 ~0 09-17-93 85 6 3240 33~ 3310 ~060 4150 410~ 3593 09-31-93 93 4 3060 3060 3060 3700 3680 ~90 3793 ~0-01-93 ~. 25 3010 2980 299S 3660 3470 3~6~ 3787 0 0 2418 Pioneer Concrece Of Texas, !nc. 3201 Airport Frwy. Suite 326 Bedford, Texus 7602~ 817-540-2929 DATE: 12-14-93 CONTRACTOR:Pot~er ConcreDe Co., PROJECT: }~J Design MIX SPECIFICATIONS: MIX DESIGN # 1405 Stren~th:40~0 psi Slump: 5" Raz. SO~ & Tilt Air: W/C Ratio 6.01 (Gal/SackI o~ ~ W/C ~atio 0.~3 (Lb/Lb} ~ Max. Temper~cure: 90 " ~--' Concrete must be sampled ~er ASTM C-172. Test specimens mumt be made and c~red per A~TM C-31. \ MATERIALS ASTM STANDARDS / WEIgHTs ~-ly Ash ASTM ~-618 Type lbs. Coanse A~gre~ate AST~ C-$3 57 Coamse .Aggregate ASTM C-3~ lbs. ~ightwelgn~ 'ASTM C-336 '- lbs. Fi~e Aggregate ~ST~ C-33 Fine Aggregate , ASTM C-33 lbs. Aamix~ure A~T~-C-494 Type A or D 20.S oz. Admi~uur6 A~TM C-494 Type oz. Admixture [~T~ C~260 O~. Water 277 lb~. ~uality Control Depar=~,nt Ou/~ty =ont{o~,Manager PhOBe: (817) 16~-0789 ~ax: (817) 265-0789 {g17) 860-2071 Please send the ~e~t resul%~ ~rom tht~ Job to =he Quality Control Department. P. 5/7 -- DEC 14 ,_.cz3 15:04 P]:OI't~R COIXlO~g'T~ ~ ~ion~r Uoncr~T.4 of Texa~, Inc. Contr.: Various Job: Various Mix No.: /52~- Stren~ch= 4000 Agg. Size: [/____~¢. ~./ Cement: 520 Fly C Agg.~ 18~5 C Aqg.: Su~d~d ~viat~on: 357 F A~g.: 1252 Average S~n~: ~920 R~ix,: 20. B Da~ T~, S1~ 7 Day 7 ~y AVenge 28~y 2~ Day Averse 3 Con Avg 03-23-93 7~ 3 ~960 4180 4070 4910 49S0 03-2~93 80 4,5 4~0 4350 4365 5100 5120 SI10 01-02-93 67 3.5 4200 4220 4]10 5250 5480 536~ 5135 04-09-93 5 4180 4480 4480 5660 5S80 5620 5365 04-09-93 4 4550 4430 4490 5650 5700 5675 $553 04-13-93 55 4 3670 3670 3670 4980 4950 4965 5420 04-20-93 4 3820 3730 3775 ~690 ~5~0 4635 ~092 0~-05-9~ 86 ~.75 3570 ~2~ 349~ ~9~0 ~840 4~5 482~ 05-0~-9~ 80 ~ 425~ ~200 422~ 5320 5460 53~ 4970 04-~-93 79 3,5 4990 4900 49~5 5~30 5340 5385 5220 05-~4-93 78 6.5 3170 3520 3495 4200 4410 4305 5027 05-17-93 79 4.5 3960 3850 3905 4970 5000 4985 4892 05-24-93 86 3 4180 4670 4~ ~ 5330 5360- 06-01-93 86 3.5 4660 4~0 4620 4~0 5270 5065 5~37 06-01-93 78 4.5 ~320 ~320 4320 5100 5260 5180 5202 06-01-93 79 5 4110 ~110 4110 ~990 4980 4985 5077 05-01-93 77 5 4300 4300 ~300 5060 4840 4950 5038 06-0~93 82 4.5 4090 4090 &090 4960 4990 4975 4970 06-03-93 83 S ~40 ~0 ~o 4540 4600 4570 ~32 06-03-93 82 5 3770 3~0 3770 4420 4450 4435 4660 06-03-93 ~ 4.5 4020 4020 4020 4600 4590 4595 4533 06-03-93 8~ 4,75 4120 4120 4120 4520 1830 4675 4568 06-07-93 ~ 5 4070 3~0 3~5 5200 5190 5195 4822 07-06-93 90 5 3470 3~0 3~25 4~0 4~0 4820 4897 07-~0-93 98 4 3720 3610 3665 ~460 4520 4490 4835 09-02-93 99 3.5 3210 3210 3210 ~310 ~270 4290 45~ 09-07-g3 93 4 3570 3620 3595 4850 ~580 4715 4498 09-16-93 78 4 4010 4100 4055 48~ 4950 49~5 4640 09-29-93 80 5 4130 3940 4035 4710 ~910 4810 4813 0~29-93 80 5.5 3780 3570 3675 4430 4550 4490 4738 09-29-93 80 5.25 4160 3480 3820 ~810 1720 476~ 4688 IIC ?9 "-3-~ L49:44 PI01T. D, ..a,~l~l'E - 617-540-2929 PROJEC~; HJ HIX 8PECIF!CATIONS ~ M!~ O~SIO~ ~ 4700 alt: 3,5.-6.5% ~IC Ratio ~]/C Ratio O,5E Max. T~mperatuze: 90 Concrete must bo ~a~pled per ASTM C-172. HATERI&LS ASTM ST&NOARD~ WEIGHT5 Cement AgTi{ C-15O T~pe I 470 F1¥ Ash A~T~ C-6~ ?yp& " - Coarse A~greqate " 'A~TM ~-33 - ~ne-Aqgreva%e AST~ ~-33 ' 1~92 admixture ...... ASTH ~-494 ~'~pe A o~ D " 18.8 o~.'--- ~mixtu~e ABT~"c-¢§4 Type o~. I 0uallty Control D~p~rtmen% O~/~ity ~o~ro~lianager Texa~ ~6011 (' ~iry ~ DeP~-[b~z Ehone: (8~7) 265-0789 ~mx~ (~1~) (8]7) 860-2071 REPORT OF CONCRETE COMPRESSIVE STRENGTH CUENT; ~[onoez' Cot~ct'ol== o~ 2020 ~a~ Fa~ Road &c[tng~ou, ~ 76011 ~TNO~ 3362501 ~T ~= 79280 . PROdE~: ToZ[ ~l~z~ ~ oF ~ 2/25/93 A~oR~OH: PROJEOT DATA CON~~ P[onoe~ ~nc~e~e OA~ OF ~M~ 2/25/93 ~efla~ ~oC ~rov~0e6 ~U~N~ H/A ~o~No: ~/A ~~: AgTN C-39 Zu ~a~ mix des$~. AS~ G-L38 .- REPORT OF CYU~ M~ED ~UM 1 I 5. O0 3/04/93 7 Z2~500 ~00 ~ 2 5.00 3/04/93 7 12~00 4360 I 3 S .00 3/0~/93 7 123600 6~70 I 4 5. ~ 3/25/93 28 160900 ~690 1 5 . S.O0 3/2~/93 28' 16~00 5670 [ 6 5.~ 3/25/93 2B 166900 59~ R~po~ DIMrib~lon: - gola