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St Andrews Est-CS041019 (2) 2143500662 18¢"~9/2004 15:54 2143500662 LH LACY PAGE FACSIMILE ~NANSMi · · AL From The Desk Bill ,JQne~ DATE: TO: ATTN: RE: 10119/200a. City of Coppell Larry Davis St. Andre,,es Estate~ TIME: FAX: 972 ,~****************~ -3570 TOTAL NUMBER OF PAGES: (INCLUIC)I NG COVER PAGE) 10 Lar~ I sent ~ou the w~on9 Mix Design. This is the correct one 10/19/2004 15:54 2143500662 LH LACY PAGE 02/10 LMC Fine A~gre~ate 1310 W~m' 237 .l~lmlxlure Weler ReduCer 23 W/Cra ~[Io 0,42 ~ly Aah Rel~=cemeal 0% Maximum Temperance 9,5 ' F GH LMC Client: L,H. LaGy Flye~h: ASTM C~18, Yard ay~lght. To~; We~ht ~ Fly A~h Refllm=ement 0% Lat~imore Mat~iats Company 10/19/2004 15:54 21~3500662 LH LACY PAGE 04/10 Field Test Data Mix No. 1705 Basis for Selection C~l~trmct~r: Berkel & Co, Do~ U~d~ted: 1~/2370~ AC[ 318~ Senti011 5.3.2.1 ~5-11 Date ~lump T~mp ~r% Cy,~l CyL2 TAng. ~1.I Cy[.l Se~ A~g, t3 ~ ,SLD~. R~AvC, I 05/09/03 ~50 $6 4.]0 3690 3770 3730 4460 4510 44~0 50 8490 2 05/i2/03 5 O0 88 4,30 ~570 3610 3590 4960 4110 4240 250 1~7 4370 3 05113/03 350 B5 3.10 3?70 3~00 5?40 4460 4630 45~ ~30 170 J~ 4~38 5 05/15/03 3 75 83 2,~ 3670 3710 3~ 4320 45~ 4~ ~OO 350 179 4390 0 05/1~03 5~ ~6 3BO 3220 3170 t~ ~40 41~ 41~ 42~ 150 193 4346 7 05/30/03 ~ 50 90 3920 3970 ~950 459~ ~7~ 4690 ~0 200 220 4390 8 06/02/03 450 90 3160 3400 3280 4020 4110 49~ 4290 90 233 9 0W03/03 a 78 91 32~0 3280 3270 4100 ~70 4190 4320 1~ 225 10 06/0~03 5 25 90 3260 3230 3250 4040 3840 3940 40~0 200 24~ 4290 I1 0~6/03 600 83 440 ~320 4240 4280 4940 5~ 5070 a400 250 330 4360 12 0~07K)3 550 83 3.80 3770 392(] 3850 4510 4770 4840 ~50 260 325 4390 23 06/09/03 5,00 93 350 4190 3~40 dOTO 4550 ~990 4770 4830 ~ 329 4420 I4 06/I0/03 5 ~0 94 &20 3670 3940 3810 ~890 17~ d830 4750 f30 334 4450 15 0~11/03 200 93 4.dO 4210 4250 4230 4810 5020 d~20 4840 210 345 4~80 10/19/2004 ~ Field Test Data I Mix No. Co~trmctor: Viri0us Dnta Updated: Prnje~t: ¥~rious Desige Strensth £~: Lmb,eratory: F,,ffto South, Ifc.,, Date S~mp r~p ,li~ 03/17~4 6.00 75 ].00 4200 4770 44~0 5320 o3~t/o4 80 5.00 ~5~ 3spo 4610 ~04 4.00 8I 4~20 4320 55 lO ~/07~4 3.2~ 78 3970 39TO 49~ 04/08/04 4,00 8~ 4.10 4280 4280 5220 04/13104 3.00 68 4520 4S2e ~540 05/11~0& ~,$0 ~ 3220 3220 4670 0~/12t0~ 6.00 ~ ~,10 3480 3480 ~40 0~/21/04 ~.00 86 05~6/04 3,50 Bi 4340 ~0 5880 07/07/04 ZOO 86 3690 3690 49~0 07/08/04 5,00 92 4050 40S0 5130 07~6/04 3.00 90 4770 4~0 5280 1851 Basis for Selection CyL2 getA~, A,v~/~ Ram~e Si. Dev. Run.A~, 54~ 5390 ]40 ~90 ~3~ ~420 ~ 21 ~00 4610 51~ I0 459 $140 ff420 ~70 ~170 90 410 ~220 49~ 4~0 5~ 40 380 5050 S140 5180 1~ 340 S160 5380 5460 5170 160 330 4760 4720 4720 90 ~50 5140 4480 45G0 ~ 160 350 4970 4~ 47~0 T0 ~61 5060 5~0 4~ 4~ 210 ~45 5950 ~o ~30 7o 413 512~ 4830 ~ 5410 I~0 40t ~110 4990 5060 5290 140 386 ~lO0 5130 5210 5050 150 373 1851 - Va6ou$ [Shores & Springer Elem) 10/19/2004 i5:54 2i43500662 LH LACY PAGE 06/10 LMC Date Sampled: Date ran: Total dry wt: Lattimore Materials C~ompany 1700 Redbud Bird, Sutie 200 McKinney, Texas 75069 972-221-4646 (main) 972-2213647 (fax) www. lattimoremateriab.com Gradation Analysis for ff~7 Cosine Aggregate ASTM C29, C$3, Cl17, c127 & DTS t5-Jul-2004 §ample: 1" x ~-4 20-Jul-2004 Source: Bridgeport,, 61.36 lbs. Location: Current 1.1/2" 1.600 0.00 0.0% 100,0% 100% 95% to 100% . t" 1.000 .:~.04 5.(P,~ 9.5.0% 95%~to 100% _ 314" 0,750 17.48 28.5% 71.5% 60% t(~' 90% 1/2" 0.500 32.06 52.2% 47.8"~' 25% t° 60% 25% to 60% 3/8" 0.375 i 40.70 66.3% 33.7% f/4 .0.188 56.:.80 92.6% 7..4.% 0% to 10% 0% to 5% -- ~8 0,094 60.56 98.7% 1.3% 0% to 5% PAN 100% .... .. 80% ~~.. 60% % Passing ~' 40% .......... ,/~/ I.l Minimum [- O% .20~~ 10 0.100 1.000 : , 00 Sieve Size {in.) Abeorbtlon: 0,86% Decant: 0.44% Specific Gravity: 2.68 Dry Unit Wt: 103.43 LA. Abrasion: 26 Ibffta 10/19/2004 15:54 21~350066~ LH LACY PAGE 07/10 Date Sampled: 19-Jul-2004 Lattimore Materials Company 1700 Redbud Bird, Sutie 200 Mc. Kinney, Texas 75069 972-221-4646 (main) 972-221.9647 (fax) www. lattimoremat~rials.corn Gradation Analysis for Fine Aggregates · ASTM C29, C,3, ,3,; Clt7, C128 & D75 ~ample: Spec Date ran: 21-Jul-2004 Source: Denton Total ~Jry wt: 746.3 grams Location: Current 3/8'~,~ 0.375 0,0 0.0% 100.0% 100% 0% 114" 0.250 4.5 0.6% 99.4% '" 0.198 t9,4 2.6% 97,4% ~% to 100% 0% to 5% #8 0.094 t43.t 19.2% 80.8% 80% to, 100% ' 0% ~o 20% flqO 0.079 1~)'.0 25.5% 74.5% ....... #!6 0.047 292.2 39.2% 60,8% ~0% t~ 85% 15% to 50% #20 0,033 345.4 4'6.3% 53,7% #30 0.023 408'.$ 54,7% "45,3% 25% to 60% ~5% to 75% #40 0,017 505.8 67.8% 32.2% #50 0,0t2 607.2 81.4% 18,6% 10% to 30% 65% to 90% ~0 0.007 685,4 91.8% 8.2% #100 0.006 722.5 96.8% 3.2% 2% to 10% 90% to '100% #200 0.003 737,2 98.8% 1,2% 0% to 3% 97% to 100% pAN' , Fineness Mod.; 2.94 Sand Eq.:, 88,1 Specific Gravity: 2.64 Dry Unit Wt: 108.42 Ib/ff3 Absorbfion: 1.20% ADYANTAGE$ ex~$edto dsk:lng salts, marine salts end Workablflly and plar, eabillty are AlSO im- omved by the lubricatlr~g e¢tloP of the microscopic bubbles in the concrefe. Concrete will flDw ba~er, and bleeding DO~,GE tall bBtv~en 1/4 and 1 fl. OZ./10(3 lb s Sika AA- 15 is supplied in 55 gallon · ~RAGEAND 8H~FL~E ~i~ A~-15 sho~l~ be sl;red at ab~ 35'F (~C). If frozen, thaw end a~ltare I~0~ghiy to relurn ~o Ifa normal he,re use 2~) Is t ~ar minimum. ~,~,er',~, AV~¢I ~ealhlng produeL ~ of eye ¢onta=t. flush w~'water CLEAN UP A$/~ CERT/F'/CA T/ON COLOR grown >8 C4~60 Air Entraining Aclmlxtutes Water Fleduclng Admixtu~ (Type A) ~f A~TM C-494 Ty~e A and AASHTO M 194 APPLICATIONS In alt el3plicaUons where high Quality ~W ~ ~KS ~u~ ;~vides an economical and highly A waler red.er to el~w ? - 10% wate~ & Con$$1enl normal setting times CombJnllon ~ ~ air ~tmlned c~¢tete Is ;~cl~d. Sika Addlti0~ rates of 3 - $ II. oz./1 ~o Ib~. ( 1 g$ · 390 mt/10B kg) of ¢emet~t are r~com- MIXINE. ASTM C~lrr#elCArlON ASTM C-494 Type COLOI~ Brown SPECIFIC GRA V~TY ~ml 1.17 CHLORIDES ~ cD. 1 (208 li/~) ~ and bulk Pl~re~ l~lsh~ Skln aneleyeirfltant~ avotd eenlact. Thm~se of NIOSH/MSHA approved respirB~r, w~ adequate v~fil~fl0n. Remove Con- i8/19/2004 15:54 2i~3500662 LH LACY PAGE 18/18 Wafer Reducing and Refatcllng Admixtu~e (Types B & D) t~naliy edded chlorides, ASTMC-494 Types B a~d D eno AASHTO M194 Ty~es B and D ADYANTAG£S de~reased ~ermeabllity and increased C~m~i~ wifh othlr Adr~x~urel~ admix/urea in the ~ike System. S~RAGEAND~HELF~ Pl~ti~nt sh~Id be stored ~t ab~e thor~ghly ~o fearn lo nn~al atate DOSAGE (130-~0 ml/'100 kg) Cemeni are fac- MIXING CLEANUp ASTMCERll~fCA71DN ASTM C-4g~. Types 0 and D COLOR Yellow[G reen >8