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Freeport NIP(2.4)-LR 97070207102/19c37 'ii.: 52 97256~J4644 LP, I ! .i. lvIu~,p_. P~UNI r'~c. LATTIMORE MATERIALS COMPANY P,O. BOX 5M Mc'KINNEY. TEXAS 75070-0556 (214) 569-4646 (214)-2214846 Client: Renaissance Contractors Date: 02-Ju1-97 Project: Royal Lane CoPl:mll. Texas Mate~lala: Cement: Type 1. ASTM C-150. Texas-LeHigh Cemen[ Flyash: ASTM C-O18, Class C. Holnam Coarse Agg.: ASTM C-33, 1"- #4 Latlimore Cruahed Stone Fine Agg.: ASTM C,-33, Lattimore Concrete Sln¢l Admixtures: ^STM C-494. Sika ASTM C-260, Sika I Cubic Yard By Weipht - $$D Mix No. 38 Stmngt~ ~ 2~ Datm 3OO0 Air Cement, Ib~ 470 Fly Alh, f13~ 0 C. Agg., tbe 18~0 SIII~I, Ib~ 1437 Water, ,~ 227 W/R, oz 18.8 ~G-. n- 3.1 Total Weight 3984 Unit WI, I~/CF t47.56 W/C Ratio, ~ ~ 0,48 Fly A~h, % 0 Mulmum Tamp, deB. 95 Slump, Inehoa 3-5 Ali,, % entrained 3-~ · Admixture dosage eubJect to adjuetment as needed (ASTId C-94, Note 7) ' Air eomnt per reeommendatione of J~qTM C.e4.? (Table 3) Lattimom Ready Mix ~uarantetm the above mix design will achieve the specified stmnOtlt wlten teated end avaluat~cl in accordance with ASTM C-~72, C-31, C~11 and C44 arid a4te. the regommnded I)rOgedure~ for placement and ¢.dng Wed In ACl 30g/30e are followed. In eooordance ~ A~TM Co~4, I .-Iti.,~o~e blate~lala Co. requeete that oopie~ of atmngth tcet~ be for~a~ to our Quality Control RAYMOND C Jh ::f-RUC¥10N SUBMITTAL NUMBER DATE BY 07/07/1~97 ii: 52 9725694~44 LATTICE FRONT PAGE 83 IMORE MATERIALS COMPANY P.O. BOX ~ M~INNEY, TE~S (214) 56~646 (214~1~ CONT~TOR: R~e~'B~ C~s~on Co. MIX ~.: 38 ~BO~TORY: H~ Eng~d~ PR~E~: R~ T~ 13 DESIGN STR~: I~, Texas 7-2~ 2 ~J~7 5.~ 4.0 ~ ~70 ~ 3~ 42~ 41~ 42~ 90 ~ .20 3 l~Jan~7 7.~ ~ ~ ~80 ~ 4~ 4~ ~ 4213 120 1.24 4 I~J~97 6.~ 4.2 ~ ~ ~0 ~ ~ 47~ ~ ~ 170 1_28 5 1 ~Jan-97 7.~ ~ ~ ~ 2~ 4~ ~ ~75 43~ ~ 1.40 6 2~Jan-~ 6.~ 3.2 ~ 32~ 3170 3215 41~ 4~0 41~ 4~7 ~ 1 .~ 7 ~J~97 5.~ 3.3 39 ~ ~ ~0 ~ ~ 4220 41~ ~ ~ 20 8 21-~-97 5.~ ~5 ~ 4970 ~ ~15 57~ ~ ~70 ~ 1~ 1.18 9 21-~g7 6.~ 4.0 ~ ~70 ~t0 3~ 40~ 41~ 4~ ~57 1~ 1.~ 11 21-~97 6.~ 3.0 69 28~ ~70 2~ ~10 ~20 3515 ~8 210 1 .~ ~2 2~97 6,~ 4.0 ~ ~ 3~ ~ 4~0 4~ 45~ ~ 40 1.23 13 2~7 7,~ 57 ~ ~ ~ 4~0 ~10 43~ 4152 ~ t29 14 2~ 7.~ 2.0 52 ~ ~ ~ ~ ~ ~ ~93 2~ 1.~ 15 ~7 7.~ 2.1 ~ ~ ~ 3~ ~ 41~ 42~ 43~ 1~ ~ .32 16 23~7 6.~ 3.3 ~ ~ ~ 3375 4~ ~ ~5 42~ ~ 1.20 17 2~Jan~7 5.75 3.~ ~ ~ ~10 3~ ~ 4~ 4~5 4~5 TO ~ .~ 18 2~J~7 6.~ 4.~ ~ 2B~ 2~ 2895 3~ 41~ ~0 4287 1~ 1.39 19 2~7 5.25 3.2 ~ 33~ ~ ~ ~ 4150 41~ ~ 1~ 1.24 20 ~a~ 5.~ 5.1 ~ 3~0 3~0 ~10 ~0 ~ ~32 ~ 1 21 ~Ja~7 5.~ 5.3 48 33~ 33~ 4~0 4~0 4275 ~13 110 1 .~ ~ ~97 6.~ 4.5 ~ ~10 ~10 ~ ~10 ~55 4~5 ~ ~ .~ 23 ~g7 8.~ ~ 2~ 2~ ~510 ~ ~75 ~ 70 ~ 24 ~J~7 7.~ 4.7 ~ 31~ 31~ ~ 4~ 47~ ~70 1~ 1.~ 25 ~97 5,~ 2.8 40 3~ 3~0 3~0 ~ ~10 4975 ~10 70 ~.~ ~ ~F~91 6~5 ~.2 41 3370 3~ ~ 4~ ~ ~ 4920 170 1.51 27 ~97 6.~ 3.0 39 3~ 31~ 3~5 S1~ ~ 61~ ~ 1~ 1 .~ 28 ~M~? 5.~ 3~ ~ 41~ ~ ~ ~ ~ ~ ~7 0 1.27 ~ ~-~ S.~ 3,6 71 ~ ~ 3740 ~ 47~ ~15 4~7 170 1 23 ~ 27~-97 5.~ 8,4 ~ 31~ 31~ 31~ ~ ~ ~5 4S63 210 ~ .26 31 27~ 6.~ 1 .B ~ ~ ~ ~ ~ 42~ ~ 4278 10 1.~ ~ ZT~r~7 5.~ 3.5 ~ 3710 37~ 37~ 4510 4~ 4~ ~ 3~ 1.~ ~ 31~7 4.~ 4.0 ~ ~ ~ 4~ 5210 ~ ~ 4~ 10 1.13 ~ 31-~r~7 4.75 40 67 ~ ~ 4~ 51~ ~ ~ ~37 1~ 1.16 ~ 31~r~? 6.~ 2.5 ~ ~ ~ ~ ~10 ~ 47~ ~7 1~ 1.19 ~ 31~ 6.75 1.3 69 4~0 4t~ 4~ 4~ ~10 4755 4~7 110 1.13 37 31~-97 5~ 4.4 74 42~ ~ 42~ 4~ 51~ 5~ 4~5 2~ 1.17 ~ ~-97 8.~ 5.8 ~ 2~ ~ 2~ 3~0 3~0 ~ ~ 2~ ~,2~ ~ ~-97 4.~ 52 ~ 37~ ~ ~ 43~ ~ ~5 ~ 130 1.21 ~ ~7 6.~ 5.8 ~ 28~ ~ 2~ ~ ~ ~5 ~20 290 129 41 ~r-~ 5.~ 5,5 ~ 31~ ~ 32~ ~ 41~ ~5 4~2 110 125 5.~ 18 59 ~ ~1 ~27 ~ .28 ACt 31 ~5.3.1.2 REQUIRERS: (5.~ f~ - fc * 2.~ - ~ 3707 87/82/1997 li:52 972569~64~ LATTICE FRONT PAGE 04 ATC Assocint~ IGc. ~ ~35~ lv.~tttU PRO/ECT INSPECTION D~H~, Te~ 75229 ~RT (972} ~36-2Z~ ~O 265-1~1 Pa~e I ~ 3 ~: ~~ ~ D~: ~/11/97 Rgmarks: Sample No. 512 l~more 1" l]ndgeport ~ C-33 Size 57) Sieve Analysis Test Method (ASTM C-136) ~ 7.8 0-I0 Spec'_tfic Grnvi~ (ASI?~ C-127) Saturated Surface Dry Z.68 Bulk Z-66 Absorption (96) 0.81 Unit We_'u~bt - Dt~ Rodded ~ C-~$) IUnit Weight (Pcf) Average °f 3 I 105.0 D~ant ATC Repre.~enmtive: J. Thompson Respectfully Submiu~d, 07/02/1~97 li;52 9725694644 LATTI~E F~ONT PAGE 05 Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF ANALYSIS OF CONCRETE AGGREGATES CLIENT: Latfimore Materials Co. DATE: 15 May 1 997 PROJECT: General Use SAMPLES: Submitted to Hool~er Engineering LaboraTories, Inc. on 5/15/97 by ~att~more Materials Co. SUPPLIER: Trinity RETAINED ON NATURAL SAND ASTM C33 SIEVE SIZE 0 - #4 REQUIREMENTS t 4/2' 3/4' 1/2" 3/8' 0% 0 No. 4 1 0-S No. 8 12 0 - 20 No. 16 32 15-50 NO. 30 48 40 - 75 No, 50 78 70 - 90 No. 100 97 90 - 98 FINENESS MODULUS 2.68 2.30 to 3.10 SPECIFIC GRAVITY 2.62 FINER THAN NO- 2.00 SIEVE 1.3% 5.0% Max. DRY RODE)ED WEIGHT, PCF 102.3 TECHNICIAN-- LS/GKO Hill L~,~* Dmllmm, Tex.s 75229 (214) 351-6419 FI~x (214) 351-5148 Sika AEA-15 Air Entraining Admixture ~$CRIPTION aclmixtures, care m~st De taken to Cli$- $ika AEA-15 admixlure is a liqulO solu- /~'(.) :,'/ 7'0 U~/- penseeache, dm,x~ureseparateiyintDthe tk3n of concerlD'&ted organic martials. It mi~ ha; bMItl fOrmulated end manufactured soecif[Call¥ to provide Sill:lie and lire- Ax31cllllO~raNl~willva~i~cl~)ll~lirtgom tt~air dictalDle air contents In CO~creta, with CO~ent required for & 1:)articular lirojeCt. Sika AEA-15 ~ e. upplleCl in 55 gallon (208 un,f~rm air DulDIDle spacing througl'~ou( TyDiC, ally~irco~tentswill bespeClllCKlin ~ liter) drums "'nd hulk clelivety. ~S OO~'~Creta ~nmt~;x. rangeof 4to 5 I~r~enl byvolume. OtNr factors that me, y al~ect ~e amount of air ,~OE/iNI2$HF_LFLIF~ $ika AEA-15 meets ~e r~quiremenl; of er~r~4~lin~ONconcre~in~kJde, t2utare Slka AEA-15 shoulcl I:)e store0 at above ASTMC-~forairentrainlng$~n~xtures iX~li~l~e(:ltl:~.c~llanloonte~atl~lt~:~.serld 35oF (2"'C). If trozen, lhaw ,,nd agitate artclA,ASHTOM-154 gra0ation,/an'4~,J'an~eandwate~conta~t, throughly to return TO its normal state -¢LI~PUC4~ w~'~ver material cr any other changes Sika AEA-15 c~r113~ usec[ whefl~v~' air am made that m~y affect ~l~e a~ount of Shall life when sto~ed In city warehouse entrained co~c.4'~e is clesir~:l. ReaOy- entraJned ak. condl~ionsbetweenS0eFandltO*F(10'C- mix, precast ~nd block producers c~n 27"C)is I yearminlmu.m. ail acl~ieve optimum entrained air con- Dosage rates for SIt<& AEC,-15 will typi- tents, even where harsh mixes are usecl calht fall 19e~,veen 1/4 ancl I fl. oz. I100 IDa. cr fly-a.~h is added to the mix. (16 - ~5 mi/100 I~g) of c~fl~! I0 ~ntrain - t~e~een & and 6 percent air. Higher aJr SkJhM'tde~/eirri~ant: ~voiclcontact. Theuse ,4~VAllrrA~,,~'~ co~tentsmaylDeo~ainedbyincreasing of N[OSHIMSHA el:)prOVe0 respirator. moat effective l~evemio~ against co~- salary goggles and rulDber gloveS iS fac- crete scaling in exposed em~i~xtme~ts. CombinatiOn w~r~ omar admixtures, pa~- ommen~ed. AvoiQ breathi~t~ oroduct. Lite Ail e~traJr~d Ccr~Cr~te delivers liatl;¢u- tlculaflywaler r~ducersal~ re11E(:lers, will with adeQ~te vGntiia~io~. Remove co~- concrete du~Dility. Thi; l$ imports! In in thenllx. A~rcont'~n~,=l-~ ~ C~ ooIclef climates where frost ~11r~eZe- withanak~nel~afterb~lchingam:ld~sage maw cycle~ c~n cause scaling ~O ~lam- adJusm~nts made atthe COnCrete ptant. Wash skin wi~ $o~li and water_ in case age~otheconcretesu~face, of eye OOntact, hush with water ~ minutes: conlaCt al~ysician. WaS~ Air entraining agents help to prevent MSa~ure ff~e required quantity per batcl~ ing t3ofore re-use. scaling by creating mllliOmS of micrO- manually 01' wi~h automatic sc, opic air volds, allowlngwatertmpl:NKIln equ~Dment. AdO Sil~ AEA-15 tO mixing ~ecanc~tetoexDar~whenlheeOnCt~e w&ler cr eano. Do not mix with dry ce- Contain and COlieCt.Wi~ absOrDen! ma. freezes, thu~DreventingcrackaCausedl:)y ment. Wl~enusedincomblnalk3nwithOll~r tm'iai. OiSl:~Se of ,n accorcle~'~ce with natural eXDan$ion. Entrained alr,a3i¢l~ in ~x;at, state ~d ;eglaf a; regulations. the cortcrete will al.M3 ~ clur~Dility In ...... har6h environmertt~ wh~ co(lcrete i6 _ exp~edtodeioIngsalt~, marine sal~ and ., -: . - .- n .; - sulfates. Wof~.~billty and place~bili~/~ aJ~o irn- .4~ CERT/F/ICATJlON C-260 Air Entraining Admixtures p(Oved I:)y the I~l~f'~tl~J ~ of the COLO~ ~fown micro~copiC Dul:)l~les in the ooncrete. Concrete will flow better. Ir~cl I~leeding and shrinkage win I:)e reOuoeO Oecause SlaECIFICGRAVrrY~4M 1.02 t 002 less waist is needed to oblaJn ~ desk~d workabil~y. ~/ > 8 ~HLOR/DEB % <0.~ 0~...R~PTiON & For flatwork applications Plastiment PAC~G~ Pla~i~n~ Is & wat~-reducing e~ ~- acts as a finishing al0, ~Oili~ is Plast~ is supplied in 55 gal~ (208 trading 5dmi~ure. Plast~flt ~n~ns Impro~, b~e~ing is ~n~ol~d an~ a ii.r) drums an~ bulk cWcium ch.;de ~ ~y ~r in~n- ~N~E euff~e linch ;9 obtwn~. fl~l~y ad~d ~riQ~. S~GEAND~~FE A Low~ w&ter ~ ratios Dro~e Plasti~nt Should b~ St~ at a~ve ASTM C~94T~es B ~d O ~HTO durebil~y ~oroughly to return to normal state A~~ PIsstlment ~ ~flve~ ~ · sidle Shaft llfe wbe~ s;~ed in a~ ware~use Pl~t it r~nd~ fm u~ ~n- a~i~te or in ~blna~n ~ ~er ~rt~ e be~en S~ a~ 8~ (I 0~- ~er high qu~il~ CO~r~ew~ pred~t- a~res in ~ SNa ~tem. 27~) ie ~e y~r minim~. sud~ finish Is A~TA~ AOd~ r~ ~ 2 - 4 fl. ~.11~ I~s. use of NIOS~HA ~go~ Plasfiment is highly ~fectlve in hot (1~ ml/l~ ~) C8~ ~ r~- ~r. SA~ ~ggles eno ~bb~ gto~s ~a~lng e~ ~ h;gh ~i~ ~a- flona. ~e e~ded r~r~tJOn 18 Use wi~ ndequ61e ~ntilat[~_ Re~ W~h Skin with ~O~p Brio ~r. In c~ ~ MIXING of eye ~Na~ fl~ w~ ~t~ for 15 ~o~ ~m~e~ture ri~ ~ ~duces ~ure requir~ qua~ ms~u~ly ~ lng ~el0re re-use. lng ~h~ ~lO Joln~ in ~ ~a~ ~8n u~ in c~blnat~n ~th ~er ~ a~f~eml ~gulatt0~. and deters i~reased e~ eno uRi- . ....... mete, compressive An~ flexural strand. '