Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Stratford Manor-LR 990519
, MAY-19-1999 10:07 MIKE ALBERT, INC. 817 5?? 0054 P.02 LATTIMORE MATERIALS COMPANY PO BOX 556 McKINNEY. TEXAS ;'5070-0556 (972) $69-4646 (g?2) 221-4646 Client: Mike Albert, Irtodq'exa$ Inlets Date: CoPl;~ll, Texas Mat~iale: Cement: Type 1. ASTM C-150, Texas-LeHigh Cement Fly-ash: ASTM C-018, Clas~ C, Holnam Coarse Agg.: ASTM C-33. 1'- l~4 Lafftmore Crus~d ~lone Fine Agg.: ASTM C-33, LMfimore Concrete Admtxlums: ASTM C-494, ProMix A~ltd C-260, ProMix I Cubic YarE By Wel~_h~ - $$D_ . _ Inler~ & Ora~age No. Cement II~ 56,l ~nd, I1~ ~332 W/R, qz 22.6 To~! Weight 3983 Ufdt Wt, WCF 147.52 W/C Ratio, ~ ~t 0.42 Fly A~h, % 0 Max;mum Temp, deg. g6 61ump, inches 3-5 Air, % entmined 3.5 ' AdmiXture dela~e sut)j~gt ~o adjustment ~ ~ (ASTM C-~, NM T) ~ Nr ~ ~ ~mme~ns ~m~ R~ Mix g~mn~ the ab~ mix ~lgn ~II a~iev ~ .~ ~ when W ~r ~wnt I~ cu~ o~l~d in ACI GH MAY- 19-1999 89::28 P.B2. MAY-19-1999 10:07 MIKE ALBERT, INC. 817 5?? 0054 P.05 LATTIMORE MATERIALS COMPANY PO. BOX 556 McKINNEY, TEXAS 75070-0556 {972) 569-4646 (972) 221-4646 CONTRACTOR: Austin Commercial MIX MO,: 42 LABORATORY: HBC PROJECT: Pt'esi~jMt'Mn HosOI~ of Piano DESK}N S*Ti~#GTH: :MOO Piano, Tex~ Date $1umo Air ?eml~ 7 I~v 1 D-~ Arq. /8 De~_.~812e~,.,~,~.~~'~.~..-.,:qe Gain ~1~..,~ ..~,~.;~ ~i.-'t'~., " ~,~.~,~,,. ~im~ i ~*,~ ~.,~,~..~ ti,~:30 5415 90 1.27 2 17-Dee.07 4.75 3.7 72 4280 41~0 4225 6250 5t7~ 5210 80 1.23 3 t 7-C)~g-97 6.00 4.1 78 3900 3730 3815 4810 4720 476~ 5130 90 125 4 1 ?.Dec.-g7 4.25 4.4 78 3950 4180 4065 50t~ 5230 S120 5032 220 ,5 31-Deo-97 525 ,5.2 64 3740 3720 3730 5580 52~0 ~425 5103 270 1.45 $ 07-J~m.98 4,50 54 5260 5130 5195 6350 6220 62~6 5610 130 1.2t 7 10-Jan-08 4.75 3.0 ,~. 4700 4680 4~80 5740 5630 5885 S'P00 11D I] l~-Jam98 5.25 68 4490 4~20 430S 5840 5770 5705 5892 130 9 19-Jafl.8~ 4.75 4.2 60 3480 3540 3510 5320 5440 5380 55U0 120 1.53 10 21-Jan-98 6.00 3.6 57 5['50 5360 5305 ~ 6310 63,55 5~13 90 120 11 23~ 5 25 3.5 52 4180 4220 4190 5310 54~0 5385 5701 15Q 1.29 12 24-Jarl-g6 7.00 60 3880 3720 3690 5200 51/0 5185 5642 30 1.,11 13 28-Jaa-98 6.00 3.8 65 3970 4020 3995 4810 4530 451'0 5047 80 1.14 14 28-Jan-08 3.50 3.6 67 4,550 4720 4635 5430 5270 5358 5035 160 1.15 15 03.-Feb-98 3.00 4.1 ~6 3340 3280 3310 4550 4800 4730 4883 140 1.43 16 03-Feb-g8 6.00 4.4 60 4450 4720 4590 57?0 5890 ,5~30 5303 120 1.27 17 OS-Feb-aa 4.130 4.0 55 ~ 479o 4710 5130 $220 5175 5245 gO 1.10 16 09-Fab-~O 4.50 3.7 IM. 4530 4670 4800 5550 5480 ~ 5503 90 1.20 19 10-Fe1>98 4.50 60 4740 ~ 4550 5500 5620 ~ 5413 120 1.22 ,~m,~. 20 10-Feb-U6 8.00 4.8 00 3440 3290 3350 46~0 4770 4830 5298 120 1.44 21 12-Feb-98 7.00 62 3630 3740 3685 4560 4720 484O 5010 160 t.26 22 13--Feb.-g8 5.,543 4.8 75 3770 3880 3825 4780 4670 4725 4732 110 1.24 23 17-Feb-9~ 0.00 4.6 62 3290 3140 3215 5280 5320 $300 4888 40 1.65 24 I~-F~O 4.75 3.5 ~1~ ~ 45~0 4575 5630 5'/10 567'0 5232 80 1.24 25 18-Feb-g8 5.00 3.8 70 4020 4110 40~ 5800 5730 566~ 5545 130 1.39 28 lO.Feb-08 6.50 63 4640 4550 4595 6050 5080 8015 5763 70 1.31 27 20-Fob-08 6.00 4.0 ?O 4]~00 4680 4~90 5360 5220 S290 5657 140 1.13 20 05-Mst-96 5.75 $.5 'tO 3~30 ;~740 3685 44/0 4~0 4565 5290 190 124 29 0S-Mar-99 6.00 09 3300 3470 3385 4830 4290 4395 4~'50 270 1.30 30 10,Mar-98 600 3.3 54 4140 4020 4080 5310 5220 5265 47'42 gO 1.29 3t 24.-Mar-98 6.00 2.8 ';5 4100 3960 4030 4790 4030 4810 41123 40 ¶.19 32 25-Mar-98 5.25 2.3 ~8 3740 3490 3615 4700 4820 4805 4960 30 1.33 33 25..Mar,~ 5.25 2.0 75 5430 3~70 3550 4790 4320 4805 4807 30 1.35 34 30.Mar-98 4_00 2.9 75 3960 3770 3865 47~0 4980 4725 4T'/8 90 1.22 35 02-Apr--98 6.50 ?'3 3210 3350 3280 4330 4120 4225 4585 210 1.29 36 03-Apr-98 5.25 3.4 76 359O 3430 3510 dtMO 4'r~O 4685 4545 IK) 1.33 37 03-Ap~,96 3.00 ,3.2 75 4070 4020 4045 5060 51~ 5100 4670 40 1.26 38 29-A~-~8 6.00 S.2 70 4600 4420 4510 5240 5200 5220 5002 40 1,~ 39 02-Jun-98 5.25 4.0 86 3400 3560 3490 4700 4320 4540 4953 440 40 15-Jun~9~ 4.25 gO 3090 3180 3140 4560 4630 4595 4785 70 1.46 41 17-Ju--98 5.25 go 38~1] 3740 3800 5560 53'30 5040 4~27 170 1.4~ 42 Ig-Jumg8 5.75 90 3150 3220 3185 4290 4330 43t0 4850 40 1.35 43 26-Jun-98 5.00 88 4Z50 4300 4275 501(} 5130 50?0 5008 120 1 44 01-JUN~8 5.25 3_7 102 3000 3070 3035 3570 3700 3560 4353, 220 1.21 45 0?-Jul..95 ,5.50 I~ 3830 3850 3745 5SSO 5610 5580 4777 60 1.49 46 138*JLd-g8 5.Z5 I~ 3700 3880 371K3 4540 4480 4,510 4590 50 4/' 24--Jul-98 5.75 4.1 95 3210 3180 3~9~ 4260 4090 41'/5 4755 170 1.3'1 48 21t-Ju~-~ 5.00 80 4060 399O 4035 536O 546~ 543O 4~r05 100 49 28-Jut-90 6.50 82 3850 3720 31'85 4320 4420 4370 4858 100 '1.15 .~s,,,,. 5(3 04-AUg-l~ 5.25 4.7 94 ~ 345(3 3475 4370 4220 42~5 4698 150 1.24 51 05-,0~9-98 5.60 82 3990 4020 4005 5220 5120 5170 4612 100 1.29 ~J2 08-Aug-96 5.G0 4.3 82 3660 4200 4030 4720 4840 4780 4748 120 '1.1 g 53 07-AUg.-g6 6.25 84 3580 38'10 3695 4?40 4810 4~05 4910 130 t.30 54 `10-A~g.g~ $.00 3.4 95 3370 34~0 3385 3890 3950 3920 4,502 ~0 1.'lis MAY-19-1999 10:08 MIKE ALBERT, INC. 817 5?? 00J4 P.04 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINN~, TEXAS 7~70-0~ (972) ~69~ (972) 221-4~ M~ ~.: ~ ~~Y: ~C ~~: ~~n ~1 ~ ~ ~ ~NG~: ~ ~55 180' 1.~ ~ 12~ 5.25 4 2 ~ ~ ~ ~ ~ 4~ 47~ ~ 1~ 1_19 ~ 17~ 4.~ 3.7 ~ 3910 39~ 3~ 43~ 4~ ~ 4707 90 1.11 ~ 21~ 5.~ 3.6 ~ 2870 2870 ~ ~?0 ~ 40~ ~73 120 1.~ ~ 24-~-~ 5.~ 3.6 ~ ~ 3~ ~ ~ ~ ~5 4~0 t10 6t ~~ 6.~ ~ ~ ~ ~ ~ 41~ 4~ 4207 63 ~~ 6.~ 4.6 91 ~ ~ ~ 39~ ~ ~ ~5 S.~ 3.9 76 ~7 4957 126 1.~8 AC131~.3.1.2 (52) ~= = tc + ~ - ~ M~IY-i9-1999 ~:29 ~5% P.O4 MAY-19-1999 10:08 MIKE ALBERT, INC. 817 5?? 00J4 P.05 lotto stt~__. Tr~ PROJECT INSP£CTION ~ T~x,r~ '/5220 REPORT ~ (214) 351-2~11 MAY-19-1999 10:08 MIKE ALBERT. INC. 819 599 0034 P.06 .,_. Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF ANALYSIS OF CONCRETi~ AG~-Rt=GATES CLIENT: Le~timom Matedala Co. DATE: 15 February 1999 PROJECT: General Use SAMPLES: Submitted to Ho0pe~ I:noinaering Laboratories, Inc. on 2115/99 by Lattimore Materials Co. SUPPUER: Thackefville RETAINED ON NATURAL SAND ASTM C33 SIEVE SIZE 0 - #4 REQUIREMENTS 1-I/2' 1' 1/2' 3/8' 0% 0 No. 4 5 O- 5 No. 8 14 0 - 20 No. 18 25 15 - 50 No. 30 46 40 - 75 No. 50 83 70 - 90 ...... No:' 100 .......... 97 ' "' ........... 9'0 - 98 -' RNENESS MODULUS 2.70 2.3 to 3.1 SPECIRC GRAV~. 2.65 IqNER THAN NO. 200 SIEVE 1.3% Max. 5.0% DRY RODDED WEIGHY, PCF 110.4 SAND EQUIVALENT 96 Min. 80 TECHNICIAN: ROI3 ~ ~ DISTRIBUTION: (2] Lattimort Materials Co., Curtis Lee 2~?Q Y~elnut Hill Line Dell&s, ~l'ex~s 75229 {214) 3;$1-6419 F-,x (214) 351-514B MAY-19-1999 {~J: 29 96X P. {~ MAY-19-1999 10:09 MIKE ALBERT, INC. 817 5?? 0034 P.O? Ll lx tech nolog,es ProAir-VR VI~OL RE~IN AIR EIW'RAIIglNG AD,4fDf'I~RE FOR CONCRETE m~"BIPIION: SPECIFICATIONS: ,..-,-,r&h,q,d~ ~ ~ ~ standards ~ CRD C 13 ~CAL NOLO: ADVANTAGES: I'~Air-VR does m comi~ c~lciam ddofi~ o~ ~ PmAiz~VR ~u~ll~ milliom of u~smly azM cNor~M ~ ~,.,~--ms~ 1~ will not ixvmo~ o~ aud qanced ~dz roms Uamugh~ ~hz ocmca~ mixture, coGmtmte to vo~,o.2a~ of reinfcwch8 steel in Co~ coa,,:~q~ Ih~ ti~, air I~1~ !~ ~ concrc~. ttmplm~ Pm&ir-Va ~ USES: ~-~ ~ ~ ~ ~ bl~ * ~ ~ ~ ~I ~ ~r 1~ ~ (33 ~ 130 ~ ~ 1~ MAY-19-1999 10:09 MIKE ALBERT. INC. 817 5?? 00~4 P.08 teChnologies PLASTIMIX 250 WATER-REDUCING FOR CONCRETE DKSCRIFI'ION: SPECIFICATIONS: lPhdimh ~ is I tudy to use aqueous sol. ion of Con.~rms to ASTM C ~9~ 4q;~ A oomph= c~qmnds whkh ebnce the ~,M~cr A.~HTO M I~ ~A ~ ~~~. ~.E. 2~ ~ ~ C 87 T~ A ~ ~ ~ ~' ~C~ N~: ~~~~~of ~ S~O~: .... MAY-19-1999 10:10 MIKE ALBERT, INC. 817 5?? 0034 P.09 --,~ M IX technologies PLASTIMIX IOOR FFAI~-K,YDUC~G .FOR CONCJ~F, T£ D]Eg~B,[P~ON: DOSAGE BATE: ]Mattim~ 100i i~ a set f~add~s, wa~'~ ~~ I~R~~ ~~~ It b ~m~ ~ ~ ~2 to 4 fl~~ ~r 1~ ~ (130 ~ 326 ~~~~~~ ~m~C494~ ~V~AG~ ~~ N~: TOTAL P.09