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DR9303-LR 96072407/24/1~9G g~: :~ 22~-221-S282 _~--]'.~J'ORE M~.'rE~IAI. S P~,GE ~i ~1 e~ ~,~- 199§ . . ~-: .:......_ .... ...;~=... ::- _ .... ..:, TO: Wesley Beeman Construction Atl~; We~ley ~eeman RE: ;o.=r.,. mixdesignS g I~gee t~l~l FROM: L.a~more Mater/aM Co. P.O. Box .,. McKInney, TX 7~ : 87,'24z199~ 0_~:33 21-'-221--~197 _~v-!~C~E NAVE~-5 PAGE 02 I_ATTIMORE MATERIALS COMPANY P.O. BOX ~ IVI{~,]NNEY, TEXAS 75070-4~56 (214) 569-4648 (214) 221-4648 CRen~ Wetley Beeman ConatrucUo~ Date 23~ul-05 P~ ~ Ro~ Ce~nl: T~ 1. ~M C-1~. T~eH~h Ce~,t R~h: AS~ ~18. C{~ C. H~n~m C~.: A~,I'-~ Fine ~.: AS~ ~, L~m~ ~n~e Sand AS~ ~. ~ ....... ~_Cu~a~ B~ - ~o ._ ~ ~. 38 42 ~ ~ 28 O~ 30~ Air ~r ~ ~ 470 C. ~., I~ 18~ 1850 ~, ~ 1437 13~ ~, ~ 227 237 ~ ~ 18.8 22.6 T~I ~M 39~ 3983 Unit Wt, ~ 147 56 147.52 WIC RAtio, ## 0 48 0.42 Fly Alh, % 0 0 I~ulmum Temp, deg. 05 05 mump, ~ 3-~ 3-~ Ak. % mtl~lned 3-5 3-5 ' Admiztum do. age 8ubJe~t to ~4J,,-tment .~ nended (~TM C-~,. Note 7) *' Air ~m~tent p~r recommendltJon~ of ASTM C-44.? (Tlbie 3) L~#btt~e R~ady MiX guaranty4 the above mix d:ix~lgn wi# I;hiev~ ~ Ip~(:lfle4 etriilgth when ~ ami evlluat.d In llc,cordence ~ ASTM C-17~, C,41, C41 and C.84 and when the r~ommendNI proceduree for plleernmit and cuing outlind~d kt ACI 't06/~ ~ followed. LATTIMORE MATERIALS COMPANY P.O. ~OX MGKINNEY, TEXAS (214) 569.4646 (214}-221-4646 GQNI1M~'OR: Flor Oenk4 MiX NO.: 3e I.MSO~ATORY: PMb~fl. Bu~ & PRO,IEGT: ~ T.I. ~ ~ ~E~: 3~0 2 ~ 4.~ 4.4 ~ 4140 4140 ~ ~ 61~ 2~ 1.49 3 ~ 4.~ 4.8 ~ ~0 ~ ~0 5~ S716 5702 1~ 4 ~fl 4.H 6.t ~ ~30 ~ 5~ ~ ~ 5~2 1~ 124 S ~ 4.~ 5.0 ~ 44~ ~ ~ SS~ ~ S~ 110 1 24 6 ~ 3.~ 5.2 ~ 3710 37t0 47~ ~ 4615 ~ 70 I.~ 7 ~ 4.~ 5.8 ~ 4610 4610 ~ ~ ~5 5345 ~ 8 ~ 4~ 4.1 62 40~ ~ 5t~ 51~ 51~ 52~ ~ g ~ 4.~ 5.t SS ~ ~ 4~ 48~ ~15 S~ 1t0 t 10 ~ 4.~ 6.0 63 ~ ~ 5~ ~0 ~ 53~ 1~ 1.~ t I t ~ 4~ 4.2 55 ~ ~ ~20 4370 43~ 50~ ~ t 12 11~ 4~ 6.1 ~ ~ 4~ ~ 5~ ~70 5~ 1~ t3 tt~ 426 8.1 ~ ~ ~ S~0 6t~ S~ 5~2 1~ t.17 14 12~ 4~ 52 ~ ~K 35~ 4~0 ~ 47~ 6163 80 t5 t~ 4~ 4.0 01 ~ ~ ~ 4~0 4670 4~7 ~ 1.31 16 1~ 4.75 5 1 H 3310 3310 41~ 41~ 41~ ~17 ~ 1.~ 17 17~ 4,~ 4,4 ~ ~ ~ ~ 4~ 4~5 4~ ~ 1.27 18 ~ 4.~ 4.9 82 4210 4210 ~1~ ~ ~7~ MiT 1~ 1,21 1~ ~ 3.79 4,8 G~ 3~ 3~ 4~ ~ 4976 ~ 50 t.32 ~ ~ 4~ 4.3 62 ~ ~ 4~ 4~ 43~ 47~ 110 2~ ~ 4.~ 6,1 ~ 21~ 2t~ 3~ 3~0 3G ~3 M 1.53 22 ~ 4.7~ 4,8 01 4~ 4~ 5~ ~ 5725 4453 I~ 1.~ 23 ~ 4.~ 5.4 62 ~ ~ 3~ ~ ~30 4285 ~ 24 ~ 3.75 4.4 ~ 40~ 4~ ~0 S~ SIOS 4~7 130 1.27 ~ ~ 4.~ 4 6 ~ 4010 4010 4~ 4~ 4~ 45~ I~ 1.21 ~ 0T-F~ 3.76 4 0 ~ 37t0 3710 ~ 4710 ~S ~70 ~ 1 ~ ~ S~ 4.9 ~ 24~ 24~ ~ 3~ 33~ ~6 80 1.40 ~ ~ 4.~ 4.3 ~ ~ ~ ~0 ~ ~ 4136 ~ 1.23 ~ t2~ 4~ 4.8 ~ 3~ 3~ ~ ~ 4595 4112 ~ t.~ ~ 11-F~-N 3,7I 6.9 fl II 1~ 41 4I 46t0 461I 1~ 31 1~ 4~ 5.t ~ ~ 21 3~ 4~ ~5 ~3 ~ 1.57 ~ t~ 4~ 4.~ ~ ~t0 3910 4970 ~ 4~ 45t2 1~ 1 33 1~ 3.75 3.6 71 G ~ 6130 ~ ~ ~72 ~ 1 27 ~ ~ 4.~ 4.8 ~ ~ ~ 4~ 4~ ~45 ~18 110 1.47 35 ~ 5.75 4.8 67 27~ 2~ 4~ 41~ 41~ 45~ 1~ 1,5~. ~ ~&~ 4.75 6.1 ~ 4~ ~ ~ 4~ 4~ 4628 90 1.13 37 ~ 4~ 6.0 ~ ~ ~ 6~ SI~ S~ 47~ t~ 1.3t ~ oI~-~ 3.75 4~ ~ 31t0 3110 41~ 3~ 4~5 4747 1~ 1.~0 4.~ 4.0 ~ 3~4 4852 101 1.32 STD. ~. 991 ,a~131~-~.3. t3 REQUIRBMBNT~: ~ ~- ~c-2.~- ~ 4MT 07.i24~1~9S 8-~: -:3 2i'--221-8-82 =~T-i'-~C-,F~- ~-'~-E~iA4-S FAC---_ ~ LATTIMORE MATERIALS COMPANY P.O. BOX 588 McKINNEY, TEXAS (214) 569-46~ (214)-221-4~16 CCIffTI~A~"TOR; FLCI~R P~)JLm~Tt MEMC - T.I. FACILITY DE~ ~T~: 3600 2 ~ 4.00 4.9 61 4700 4700 6210 e120 6155 45 1.31 3 20,J~-50 5.50 60 82 4930 4930 8190 6t00 6q45 5035 45 1.25 4 ~J,~tn4e 0.75 02 50 4400 ~43O 6400 SS70 54~5 5912 55 1/. 5 24.Jsn.06 4.3O 3.3 6t 40!0 2005 500~ 8630 8480 8677 70 2.72 6 24.J.n4~ 4 ~0 6.1 61 4740 4?40 E880 8010 5946 561{] T ~8~lmn-80 0 fro 6.2 fi2 3740 ~'740 ~ ~ 4~05 5437 4.~ !.31 5 2S-Jap-50 0.50 4.9 63 352O 363O 4700 ~ 4645 6165 SS 1.~2 9 ~S-Jmta~8 5 25 5 2 83 4340 4340 ~ 5500 5655 SO50 3~ 1,30 11 ~r~nn-~6 450 48 SS 3~20 4800 4~0 NS0 0180 ~ 5~13 t05 1.34 13 ~ 5.00 4.5 {]5 ~OgO ~GGG ~;~ ~ - ~ 9140 75 1.10 14 OS-F~b-SS 4.800 3.1 82 S180 S180 0130 8170 0150 0102 20 1.19 t5 ~ 4.60 S2 56 4160 4160 5260 6160 3O10 0018 80 1.25 19 07-r--d~6 0.80 3.0 04 3!30 4270 427O 50?0 5010 SG40 S807 30 1.32 17 09,,Feb.98 4.28 8.9 8t 4010 4~10 5t80 5020 6160 5317 80 t.27 t5 O8-Fd)-SS 8.00 8.5 82 4070 4070 4410 4720 4~8 8138 85 1.15 19 08-Fib-60 4.60 5.4 SS 4350 4:350 ~ 52~) 52Q0 4088 0 1,2~ 20 G&Fd)-O8 2.00 4.0 G4 4670 4670 SSSO S460 8495 5120 35 1.20 21 08-F1~-g6 4.75 8.0 ~S 4t80 4190 00t0 8130 8070 5255 60 1.21 22 OG.Fab-60 5.25 6.8 64 4210 4210 5110 4980 503O 5200 75 1.20 23 14.-FM)-SS 5.80 6.2 68 4990 ~ 5520 583O 0575 S227 55 1.19 24 14-F~SO 6.25 4.7 66 4220 4220 5120 49g0 605~ S222 85 I 20 28 1,LFOb-SS 6.60 8.3 68 4310 4210 5180 5255 5175 5268 25 1.23 29 14-Fob-SS 8.75 46 68 4~30 4030 4780 4710 4735 4980 25 1.17 27' tS-Feb-80 e.78 d~ 4740 4740 5430 5480 5455 5122 25 1.15 :'8 tS-Fob-9~ 7 60 3.t 84 dS040 4~40 5470 M20 M46 ~48 75 1.20 ~O 11~Ud~-O~ 8 ~0 d 9 54 4450 4450 5410 ~ 5350 5450 80 1.~0 30 tO-Feb-50 525 4.0 ~! 473O 4750 56t0 S420 .646~ 5453 48 I 16 31 21-Feb. SS 6.00 8 0 74 39d0 3~40 4660 ~ ~O29 8278 30 1.27 32 2t-Feb-SS 5.75 4.6 72 353O 3530 4270 4400 4335 494O 50 I 23 33 21-F¥0-50 7.25 4 S SS d~.~. 2185 5230 5160 5150 4840 65 2 39 34 22-Feb-SS 8.60 4 S 74 3310 $$10 4320 4280 43O0 4597 30 1.30 35 23.,FM)*SS 6.SS 6.0 SS 3~50 3500 482~ 4880 ~ 4788 30 123 36 23-Feb.50 ';'.95 5 t SS ~ MOO 4500 4900 d925 4889 05 1.33 37 23-~b-80 8.60 4 4 50 41~0 4t50 4~65 4800 'f8t{] ,4562 50 I 16 38 ~3-1'~b-50 0.80 4.{] 70 3~0 3860 4040 4090 4985 4960 25 t.3t 29 23-Feb-SS 4.60 5 {] 72 43,10 4310 6~10 ~ S445 SS',~3 66 1.25 40 23-Feb-50 9 26 4.1 80 4490 4450 SS20 5480 5490 5,300 30 1.22 4t 24-Feb.-06 9.26 9.1 88 4330 ,1330 534O 5210 5276 5403 50 1.22 43 2G.Feb-50 6.25 5.0 68 391D 8010 5450 5660 MOS ~423 55 1 41 44 27-Feb-~6 8.76 8 8 84 3670 3670 4740 4~0 4700 5~2 40 1 45 27-Feb-50 $ SO 3.9 6~ 444(I 4440 .K~,~f~_. S300 534{) 51r2 40 1.~.~ ,1~ 20-Feb-~ 3 26 4.2 5~ 4910 4910 GG2G SM0 5ge0 5340 40 1.21' 47 2G.Fd)-60 4 50 ,t.5 50 S(MO 5080 5970 80?0 8020 rS?SO SO 1 48 01-1~M-0e 8 60 4.5 50 4120 4120 5230 6t30 $150 5727 50 1 d9 014dm'-0~ $ SO $ 8 {]7 4420 4420 S43O SS30 S3eO 5527 SO t.22 60 O4-M~46 6 SO 5.4 50 43?0 4370 SOO{] 8160 &~30 8Z3O 70 1.2~. 51 11-Mot-08 SSO 50 ~d 32~O 't~gO 5100 5180 5150 52fl3 {] 1.57 52 114rdar~9 5.28 4.9 62 ,4.620 4~20 5480 SS20 S460 5300 30 1.21 53 12-1f, lr-g~ 5.50 49 50 4400 4400 S180 5030 ~ 52~3 ~0 1.18 54 12.Mere6 5 75 4.9 68 4320 48~0 SO~ 4900 4~0 518'? 80 55 1 ~lef-~ 4 I~ 4.1 64 507~ SO?O 5750 ~SgO ~ 6247 80 S8 14-M4~-58 S 75 4.8 50 4300 4390 6340 6400 ~70 ~ 30 !.22 57 1~ 6.75 4.8 50 d~O 4580 4800 4830 4615 5219 16 t.Ot 58 1B-Mst-50 4.76 4.0 02 8~X]O ~ 8170 ~ 8125 5370 45 1.23 59 18-b-.58 6.00 4.1 58 4800 4800 5850 5550 5500 5447 50 1.22 07'24~1996 0~: ~.3 21~--221-~iG2 --~-i~C~ HS~EgI~I_S P~GE 85 LATTIMORE MATERIALS COMPANY P.O. BOX 558 K~:KINNGY, TEXAS (214) 5694648 (214)-221-4~8 ~ON~I~TO~: FLOUR DANIEL MIX NO.: 42 LABORATORY: PATTON. BURIC~ & THOMPSON PROJ~OT'. MEM~ - T.I. FACILITY D~S~ 8TN~N~TH: ~?"~ · 60 4.4' '9'~n 51 21,Mm~8 4.7~ 5.t 02 4500 4500 5500 M10 5555 5387 56 1.23 62 23-Mer-~ B.,O S 0 68 ·7?0 4T;"0 6770 5690 SRO 6411 40 t.20 63 31-M~',-98 4.25 5 2 ?0 ,4620 4820 S810 53t0 S460 5417 150 1.16 54 0t,4 ~ 4.50 5.3 78 4170 4170 4870 SQOCI 49:35 .6375 55 02,.A w-~ EGO 4.7 72 4230 4230 50dK) E0e0 Ol~0 6182 20 1 ~ ~ ~M 4 25 5 I ~2 41~0 4t~0 5380 54~0 S420 5138 40 1 57 ~ ~ 3 76 4 2 64 44~0 44~0 ST00 578D S730 5403 30 129 M 09,4 w-g~ S O0 4.9 7'2 38?0 3~7U 44~20 4520 4670 ~ flO S9 1t,4 ~-K 425 S2 Y0 4350 4380 4970 5020 4995 ~98 60 t2,4 )r-g6 ·.75 $ g ~) 4070 4070 5200 ~GGG 5t40 4902 80 1.25 81 12-4 )r.96 S.~0 3 8 71 3780 3780 5030 5t20 8078 8070 45 ! ~2 12-4 )r~16 S O0 $ 4 70 3220 3220 4580 48~] 4~75 43~0 15 1.4~ 63 t3-~ ~r.~ 3.26 · 2 72 4~0 4500 MeO 80t0 5~J5 61~5 75 1.32 64 1~,4 x'.g6 4.75 S I 70 4620 ~ ~ ~10 ~ 5445 45 1.2~ 65 1~ )r-gB 5.00 S t 79 ~ 45aO 88t)0 ~20 5785 5856 65 i 2/' M 16-~ )r-~6 · 75 4 9 72 44~) 4,100 4670 4540 4805 539~ 65 1.Off 67 17~ )r-g~ 4 50 4 2 ?0 3720 3720 4540 4070 4~}5 4968 65 1.24 55 1~,4 ~-~ 9.25 4 6 76 ~/w ~17~0 4540 4630 4585 4598 45 1 ~4 6g t&~ ~-~6 6.75 6 0 72 3640 3840 4840 4700 4~70 462O 30 %28 ?0 18,4 ~-~ 5 28 4.? 74 3170 3170 4130 4030 ~ 4445 50 1.~9 71 20~ r-SS 5.50 5.2 75 4?80 4780 6230 8150 91g0 4MO 40 1.2g 72 2t-4 Ir-~ 4.50 4 9 79 42~0 a?~l~ 4980 4890 4~5 ~ 48 I 17 73 ~ ~-9~ 5.75 5.2 70 3~50 3850 4540 4~40 4590 5238 50 1.19 74 24~ Ir-~6 5.00 4 2 70 3400 3400 4280 4220 4250 4592 ~0 1 25 76 2d-A r-g6 5 25 4 9 Y0 3400 3400 4370 4~80 43~5 ~_ _~d~_ 45 1.27 '~ 24,4 w-~. 4 25 · I 76 ~ 3870 44.0 4400 ';;~ 4~ 40 1.21 ?7 2SA ~-98 4.~ $.0 75 3880 3M0 48,f0 4~00 4778 4613 78 t.23 ?e ~ ~--96 4 25 4 0 7e 3?co 3760 4~0 4970 4~0 4725 10 1.3t 79 29,4 r-g~ 5.50 4 9 70 42t0 4210 5200 5,,,,,,,,,,,,,,,,,,~0 926Q 4996 60 1.25 80 ~ ~6 5 25 S.8 ~0 3610 ~10 4880 ~ 4755 49~8 105 1 32 51 30-A y-DB 9.00 5 9 80 ~4~0 3430 4~30 4700 4769 4923 55 1.33 ~ 01-M1~6 4.50 4.9 ~0 3~70 ~ 43~O ,i~70 4465 ~2 108 1.25 ~3 02-Mel~ 4 75 9 0 ~2 47'30 ~ 5520 ~440 57:]0 ·gEl? 910 1.21 84 02-Mly-g6 50~ 4.9 80 37OO ~700 48~0 4880 4770 4388 ~5 02~May~ 6.00 4.2 J~ 33~0 ~380 4700 4~30 48fl5 5065 38 1 5.29 4.7 97 4175 8~1 6222 ~2 t.27 8~. DEV. 532 AOI 318-6 3 1...2 REQUtREMENT~: (5 1) 1"Ct - I'~ e 1.3M 4312 ' (8.2) ~C~- fO+2 3~. ~00 43~ 07/24z199~ 09:-~3 21'--221-~_152 _A--i,tC--~E H6-E~I~_5 "AGE MAXIM Lat~.£moz~e ILemdy MAx, Xnc. Repoz~c No. :40418 Pro:~eo~ Mo. t 0903506212 Page 2 ~az'~lce Dat~.* 5/~28/96 ~m~tO~T OF ~ C-33, 8~ze 57 Sieve Pe~ent S~oitl~tion ~ ~ Pero~t 1 1/2" 100 100 1~ 96 95 - 100 1/2" 46 ~5 - 60 J4 ~0 0 - 10 fa 2 o - s J200 (decant) o. 4 ........ IJ~L~ Weight m~d Veidm in ~M~&te - ,nTM C-lO Dry Rodded Unit Weight - 101 pounds per cubic foot ~eo~on - 1.5 Bulk Specific Gravity (s~ace-matu=atod-d~) - 2.50 Natmrle! deeoriptionz Crush limestone 07/24Y19~6 B9;33 :1~-22i-~:~: L~T-i~ .'4~.-ERI~LS PAGE 87 Hooper Engineering Laboratories, Inc. Conetruotlon Mlterl~le REPORT OF ANALYSIS OF CONCRETE AGGREGATES CUENT: I.Itl~nore Mltld.l~ Co. DATE: 5 April 1996 PROJECT: G~rsl Use SAMPLES: Submltttd to Ho=per Engln#dn~ LMm'l~xie,~, Inc. on 4/5/~J6 by Greg Gilmore of Lat'dmore M.t~tMI CO. SUPPLIER: Paradise RETAINEO ON NATURAL SAND ASTM C33 SIEVE SIZE 0 - #4 REQUIREMENT5 1-112' I' 314' 1/2" 3/11" 0% 0 No. 4 I 0-5 NO. 8 18 0 - 20 No. ! 6 37 15 - 50 No. 30 52 40 - 75 No. 50 75 70 - 90 No. 100 97 90 - 98 FINENESS MODULUS 2.80 2,30 - 3. I0 SPECIFIC GRAVITY 2.82 FINER THAN NO. 200 SIEVE 1.0% MIx. 5.0% DRY RODDED WEIGHT, PCF TECHNICIAN: L9 j~ if~&,I-- DISTRIBUTION: (2) La~tlmora M.tlrllll Co., Cu~l, L~ 07/24/1996 09:~3 2!~-221-$18£ _~T-Ik~ M~ERI~Q_S PAGE Slkami * fMIBIIF'INIIIINN Sika AER Air ~nbt~r,&~i idmhdure Technical !~ _~lAOn: Slkemlx 104, ~lka AER, I~ a dark-brown liquid air-entraining agent. It IS a OOflcenh~tOd ~utlort of rmutrallzed Vlnsol resin. ~ Ihs IolloMng r~dlkMIl:n;: AaTM-C-280 Corps of Engineers CRD-C-13 Bureau of Public Roads Bureau of Reclamation Where to use: Use Sika AER aa an admixture to Increase conrete's Irost rselster:~' -- pavements -- slabs -- exlx~KI architectural concrete. It also helps increase wMkablllty of lean mixes and lightweight mixes. Ad~_.~l,gas: · 8ika AER Increases raslstanoe of concrete to frost damage and scaling. · It Increase~ workability of hamh mlxm. · It Improves wrfe~e IlPl~erance of arehitec'lurel concrete. When greatest posetl~e structural quality Is required, use approved normal-setting water-reducing admixtures, accelerating water-reducing aclmlxture~, and retarding water-reducing admixtureS. Pieki~ng:. Bulk, tank ear~ or Irucks, SS-gallon drums. ~ Me:. Sika AER freezse et 30F.= If frozen, discard. How to u~e: Proporlions: Use ½ to 11~, 11 oz/sack of cemertl to entrain 4% to air. You may obtain higher air Content by increasing proportions o~ AER. Air (~ontent of mix should be checked with air mater and proportion of Sika AER should be adjusted as needed. Trial mix proportlOl~ for Sika AER: · mlxe~ with approved adrnlxture~ Plastiment or Plastocrete -- '~ fl oz/sec:k of · plain mix -- ~ fl (~/seGk · lightweight mix -- 1~ fl oz/aack Fo~ greige from the Bureau of Reclamation, see next page. Measure required quantity per batch manually or with automatic dispenser. Add Ma AER to mixing water or sand, not I0 cemenl. Reduce water conteflt, as well aa proportion of sand, by the volumu of entrained air to take tull advantage of Siks AER and minimize steflgth clecmaea in medium-rich mixe~. Factor~ affeGting air content Include: Type and I~and of (XNTtant; type, gradation, and proportion of sar~,,t and aggregate: time and manner of mixing; consistency and temperature of the LImNMIMli: 130 not prerntx Slka AER with other liquid admixtures. Add $1ka AER to mix w~er, add other admixtures lo the Mhd. Be each liquid admixture Is added seperately from separate dispensers. 87/2~/19% 09:~3 21~-221-~ie2 ~T-I~OR~ ~?ERI~-S PAC~E 8B Plastlment ' Water-reducing, retarding densifier ~J~ Technical Data Omlflldb~: Plasliment I~ a mm-toxic, rea(k/lo t~e liquid ~l~ f~ ~le. II r~k~, set-letar~ ~ll~ fw ~mle. r~i~ls of ASTM C-494, T~ O; ~s of EqM~s CflD C-87. Type 0; at~d A~HTO M-194, T~ D, ~ C~ Slme ~ ~F. Rot~i f~ f~z~. If f~, thaw T~ ~ for ~ pff: ~ 9,0