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DR9503-LR 960508 MAY 08 2~.L Single=on Boule..a~-.: 2=~ilas, Texas 75212 CONTRACTO~:2nle5 Sp=clali,- PROJECT: =.,'~d&ew Brown Co;.,t. Bark East MIX SPECIFICATIONS: ;'~xC Ratio 6.0~ .Gal/Sa~g) Ha~:. 'I-emperatur~: 95 ':,,ncreze must De ~ampled ~er MATERIAL£ ?~$TM STANDARDS '.';E I GHT S Cement ASTM C-150 Type " 470 ids. Fly Ash " ASTM C-618 Typ~ .......................... !b~'-- ~oarse Ag~2-~'~a~e ASTM C-33 ....... C? ............ l"" - I~L~-- ~oarse Ag~lr~-~'~e ...... ASTM C-33 .......... Liqh~we igor% ..... ASTM C-~0 ................. ~ine AggrL~]~= ..... ASTM C-33 ...................... Fine ~ggrega{~- ASTM C233 .................... ]'5~"- Admix%ute ~TM C-49q Typ= A o:z-]f .................. 14. I c.z. Admixtur= .... ~.ST~ C-494 Type ............................ Admixture '~%~TH C- 260 ...... ?~-~:~-]~ ' ...... ''-~'L'J., 'Jo._" "u- t~ana er S.i., S:.::gletor: B!~'C. . /_ ,~: ,, .' . ~ - / 'l'~za~ ~5212 /"-'~ar~.' ~ ' ~-~'' =:.,,n~: i~14} 65..-~_0 Fax: 2s-,. Please senti 5te ~:=st r~ul'ts ~rom this Job tc z~-.e z ...... ~ ...... 1 Departmens. MAY ~8 '96 08:23 PIONEE~_~ONCRETE ~ Lab: Var~ou~ Contr.: Varlou~ Job: Various ~ix No.: 93~9 S~reng~h: 3000 Agg. Size: Cement: 470 Fly C A~g,; 1840 C Ag9.: Standard Deviation: 27E F agg.: 13~7 Average Strength: 4573 Admix.: 14.1 Ad~ix.: AKA: 3 Wa%er: 252 Da~ Te~. SI~ U Ddy 7 Day Average 2S Day 28 L~,' Average 3 Con Avg 02-19-96 62 3.7~ 3800 ~960 3880 ~490 446~ &475 02-19-96 64 5.00 3640 ~50 364~ 4600 4~.5C 4525 4633 02-19-96 68 4.00 4360 4030 419~ {,140 <Si'~ S005 4668 02-2~-96 '}~ 6.50 3630 ~6~ 3630 4780 a~i'O 4625 4718 02-~0-96 78 S.00 3510 35~0 3510 4600 444L 4520 4717 02-21-96 6~ 5.50 3529 3~70 349~ ~390 a.%,.L ~36~ 4503 02-=1-96 .5l ~.25 ~340 3470 ~05 a610 4~93 ~500 4462 0~-~1-96 64 6.2~ 3490 3~00 3295 %120 40~ 4090 02-22-96 68 4.75 427S 4270 4270 :=~20 ~&.~-~ 4930 4507 02-22-~6 68 5.25 3650 3650 3650 ~84C 4(;3J 4735 4585 02-22-96 70 5.75 3850 3850 3850 ~65(, 4~$~ 4575 4747 02-22-96 71 4.50 401~ 40~0 4010 &3lO 4,~2~ 4365 ~558 02-22-96 7~ 5.00 372~ 3720 3720 ,~470 425L 4360 4433 02-22-96 75 4.25 4080 4080 4080 &7~9 4~ 4665 ~463 02-26-96 75 5.50 3540 3390 3465 4490 ..C9: 4290 4438 02-26-96 76 5.50 3720 3590 3655 :~240 -lit: 4270 4408 02-26-96 78 5.00 3640 3710 ~675 4510 %549 4525 ~362 02-26-96 78 5.50 ~600 3470 3535 4250 41~,~ 4190 4328 02-26-96 78 6.00 ~130 3050 3090 420~, (L2~ 4260 q3~5 02-26-96 ~9 5.00 3830 39~0 3890 5000 4.5,~$ 4920 4457 02-26-96 ~2 4.00 3570 ~40 ~55E 4660 4.115 4535 4572 02-26-~6 u4 5.00 3690 ~820 ~755 -~20c 4~2~ 4360 460~ 02-28-96 5q 5.00 3830 4180 4005 454~ 4[~L3 4~85 4493 02-28-96 5~ 5.00 3280 32~0 3265 486(. -}?,'.J 4780 4575 02-~8-96 5E 5,00 4170 ~20 ~995 ~51C 51S0 5430 4932 02-28-96 58 5.00 3630 4060 ~45 a61O 5g~O ~990 5067 03-04-96 69 4.00 3710 3710 3710 4560 4990 4625 5015 03-04-96 62 5.00 3690 3700 3695 A690 4?93 4740 4785 03-04-96 66 4,25 4320 39~0 4115 ~470 4502. 4485 4617 03-04-9~ 68 4.50 3660 ~70 366~ ~480 ueTO 4475 4567