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PA9901-CS06111011110 2006 15:35 340320E346 JPJ PAVING PAGE 02109 JR.J PAVING, L.P. 2277 MASCH BRANCH ROAD DENTON, TEXAS 76207 940 - 320 -6340 FAX 940 -320 -6346 November 10, 2006 City of Coppell 255 Parkway Blvd. Coppell, TX. 75019 Re: Wagon Wheel Park Parking Lot Larry Davis, Please find the attached submittals for concrete mix designs to be used in the light pole bases for your review and approval process. Please forward two copies to this office once that review is complete. Should you have any questions please feel free to call me. i Sincerely, Marty Murphy Business Manager 1 D" 1 �.:t1' 2006 15: 35 9403- JPJ PAVING 08 53 FAX 214 �r:6 1081 MELS Nov to 2006 6:35AM LRTTIMORE MRTERIRL6 CO 972 529 93546 PAGE 03/09 002/009 p.2 Lattimore MaWlals Company 1700 Redbud Blvd, SUN* 200 McKinney, Texas 75069 (972) 221-0415 (main (972) 221 - (fax) www.lattimorema edate.corn I C oneratia Mix Design I Data: 1 NNov -06 Chant: Mauls Electric project. Wagon Wheel Park Coppell, Texa3 Materials: Cament: Flyash: Coarse Agg.: Fine Agg.: Adm lAuras: Mix No. $t "Uth 4128 Days Cement Coarse A88ruwate Fine Aggregate Water Admixture Water Reducmr MA Total Weight Unit Weight 11 1cm Matto Fly Ash Replacerrtant MaXIM Tomperature slump Entralnad Air ASTM C -158, ASTM 0-618 lass F A5TM C 33, #4 C hed Stolle ASTM C - 33, Concrete Sand ASTM C 494, Type A cr D ASTM C -260 7 Cubic Yard By Weight - SOD 1261 (5 SK ,WR,AIR) 3000 psi Air 470 lbs 0 lbs 1850 Ibe 13b4 lbs 250 lbs 19 QZ3 §. —$ 39.24 The 1 45. pcf 0.53 0% p6 ° F 3 -5 inches 3-8% Lattlnrar0 atafdarlale Cormpaary ewrantrw the above rnbr design wql aahleve ell opedflad utrvnUM w1wn basted and swarr oWf In awardanes with ASTM C172, C31, C30 and C94 (bdmding pR"P iMtlsi curing M Def ASTM C31 Sodlon 10.111, arrd wh1A the ,roonwnwndad p.vaod unity fbr plscam*vt and curing auIrIned In Ad 40 and ACI 700 am fain"" d, In aeaor4aec0 whh A$TM C64, LaOlmorwi Materials Company shO ra64rva 411 copies of twt> q rapwirhe, WO #W diOMIS DO rOrwiarded to xis Oaalfty C DOparleran[ (fax 972- 2214NWT) so soon w oweltabla Failure ba forward napOMa In a tinny feabaQn Can daisy reopame tills UI a"uno with corwato pamwns as wall se fo pralftl subraWals. info ndz design wbrnrlbd, price ovoto, or 9nPWL$ 6004"0 Ir kmwticn (aGarOQdO ProOSrMes. Yr.dlnp. nwbwftl Gumpo hWOn, or otlar 112form~' Ing Ittata{tala roor iuraot und by LadMwro Misto tal0 Company) Is praprietwy wind vonfhkntW wrW not to DO sh ed or lm,,a lbfed In WW fot111 to any person or otpantaalon autt In not a=pnMW autlrortawd In wrlthrg by 4 40619 wted Owk Al of I.IIriAmfw oletarlala, Compainy. ~ unarthadsod par men or antXy In paaawealon of (hie Infoneatlon Will tw ofo0eaatwd 1w"fa111wit aarena of the low. 11.•'14?/2005 15:35 9403206346 .TP T PAVING 11/10/206 08 53 FAX 214 565 1081 MELD Nov 10 2006 Gi39RM LATTIMORE MHTERIRLS CC 972 529 3545 PAGE 04/09 40041009 P.3 I FL&M Conte rt Project: Laboratory # Slrte 'Tgwt I M& The Seek Group 9outhlake Town Square 8nct#ilskw Texas Terraean Cope, Slum - rota Air% CYLI Mix No. Data lt'pdated: Deatga Dtmngoh V,; Data Represents: AV& Slump% 5.42 28 Dry 7Av C 1.1 1261 1010106 3000 Pat 47 Tests Avg. Air% 5 -12 Compretatve Stmnmlh C 1.2 SetAvg Basis for Selectio ACI 318, Secdom 5 .3.2.1 WI) SftrAbrd Devlsaow 462 psi R.q wired swea lkhr". 3619 psi Average Strength: 3890 psi Dot& 28 My 28 Day. Av&2 Rats St.Dev. Run_Av 1 11/1WOS 735 62 430 1970 1970 3320 3270 3300 30 3300 2 11/16/05 6,25 52 5.40 3270 3270 4770 4880 4830 110 1082 4070 3 11/72/05 5.00 59 4.00 2710 2710 3740 3950 3830 3990 210 X75 3990 4 11/21W 6,00 57 5.00 2380 2380 3610 3220 3420 4030 390 695 3850 S 11/29105 S,90 67 3.90 3300 33DO 4320 4240 4280 3850 80 632 3940 6 11/30/05 6.00 52 6.40 2600 2600 3630 3630 3630 3780 0 579 3890 7 12165/63 4.30 37 4,00 3320 3310 4280 4760 4520 4140 490 580 3980 $ 12/12/03 6.00 58 5.50 4720 4210 4610 4120 437a 4170 490 555 4030 9 12119/05 4.00 58 5.10 3030 3030 3920 4090 4010 4300 170 519 4020 10 12/'22/03 4,50 54 3.10 3060 3060 4260 4460 4360 4250 200 501 41060 11 12/28/05 5.00 74 6.00 Z910 2910 3880 3810 3850 4070 70 479 4640 12 12/24/05 4.50 77 4.00 3110 3110 3520 3990 3740 3980 430 465 4010 13 01/03106 6.00 71 5.30 2790 2790 3380 3360 3370 36$0 20 480 3960 14 01/05/06 5.75 60 5.50 2990 2990 3560 3780 3670 3590 220 467 3940 15 01110/06 3.50 62 4.20 3630 3630 4650 4850 4750 5930 200 496 4000 16 01/11106 4.00 64 4.80 3210 3210 5000 47110 4880 4430 240 $28 4056 17 01/17/06 7.04 S$ 7.20 2360 2360 3480 3290 3390 4010 190 536 4010 IS 01/19/06 5.25 62 5.20 2,640 2640 3620 3570 35710 4050 110 .130 399a 19 01/2+6/06 6.50 62 6.50 3100 3100 3820 3950 3890 362D 130 516 3980 20 01/27/06 7.25 59 5.70 3050 3050 3780 3710 8750 374D 70 505 3970 21 +71130/06 4,75 64 300 3420 3420 3750 4000 3880 3840 250 492 3970 22 01/31/06 3,00 69 3150 3160 3880 4310 4100 3910 430 481 3970 23 02!01!06 6.00 62 6.70 3020 3020 3640 3850 3150 3016 210 472 3960 24 02/06/06 7.00 55 5.80 2230 27230 3180 3110 3150 3670 70 491 3930 25 02/08/06 5.75 59 6.90 2770 2770 3770 4200 3990 3636 430 481 3930 26 02/09/06 6.25 63 600 3070 3874 4330 4070 4200 3780 260 474 3940 27 02/13/06 5.00 60 4.70 2950 2950 3830 3820 3430 4010 10 465 3940 28 02113106 7.00 62 5.90 2420 2420 3520 3540 3430 3830 20 463 3920 29 02!16/06 5.50 72 3.40 3070 30 4190 4130 4130 3130 0 456 3930 30 02J17106 5.00 53 5.40 3570 3570 4980 5050 5020 4230 70 491 3970 31 02122106 5.00 66 5.10 3610 3610 4910 4610 4760 4640 300 509 3990 32 0212(06 625 59 5.80 3110 3110 4020 4160 4090 4620 140 495 4060 33 02/27/06 7.00 60 5.80 249D 2490 3210 3220 3220 4020 1.0 506 3870 34 02/28/06 6.50 67 5.50 2810 2830 3970 3530 3700 4160 340 500 3960 35 03/02/06 5.75 75 4.70 2850 2850 3760 3670 3720 3900 90 494 3960 36 031061012 6.25 72 5.50 2420 2420 3430 3310 3370 3600 120 497 3940 37 03/08106 5.00 68 5.50 3190 3190 3900 3420 3660 3550 480 492 3930 38 03124!06 5.75 58 5.20 3200 3200 3950 4010 3980 3670 60 486 3930 39 03128/06 4.00 71 5120 2800 2800 3890 3960 3930 3560 70 479 3930 40 03128/06 6.50 70 5.80 2320 2320 3510 3470 3400 3600 40 478 3920 41 03/24/276 3.00 0 31.70 3470 3470 4290 4270 4280 3900 20 475 3930 42 04/07/06 5.50 84 2160 1160 3300 3190 3350 3710 310 478 3920 43 04/26/06 5.00 69 4.80 2410 2410 3520 3-190 3450 3690 140 478 3910 44 05/01106 4.50 80 420 2840 3840 3.560 3580 3570 3460 20 475 3900 45 05/04/06 4.50 86 5.20 2590 2610 2600 3860 3840 3850 3620 20 469 3900 46 05/10/06 4.00 80 4.00 2790 2790 3980 4070 4030 3820 9D 46S 3400 47 05131/06 4,50 90 4.80 3000 3000 3680 3450 3570 3800 230 462 3890 7261 - SouthWas Town Square (subrn ft0f) 1 1!/10/2006 15:35 9403206346 JRJ PAVING 71/10/20'06 08:53 FAX 214 565 1681 MELS Nov 10 2006 0 : 39AM Lf1TT I MORE MRTER I RL.S CO 972 529 3646 L Date Sampled: 4 -Se ASTIVI C29, Date ran: 11- Sep -200B Total dry wt: 56.38 lbs. Sample: I" X 04 Source: Hanson i,.ocation: Perch Hill Slave Size (In) Wt. Rot. % Rot. ° r•. Paae ASTM C33 X157 Limits 1.1/2" 1.500 0 - 0.0% 100.0° 100 °° 1.1 1.000 2.38 _ 4.2% 95.8% 95% to 100% 314" 0.750 10.78 19.1% 80.9 - 1 /2" 0.50 $1.0$ 55,7% 44.0% 25% to 60% 318" 0.375 37.70 66.9 %p 33.1% - #4 0.188 52.52 93.2% 6.9% 0% t0 10% #8 0.004 55.52 98.5% 1.5% 0% to 5% PAN 100% 90% BO" 70% 80% 50% 40% 30% 20% 10°x6 096 0.010 Absorbtlon: AlSTM CI 17: Speclflc Gravity: Dry Loose Unit Wt: Dry Rodded Unit Wt: L.A. Abrasion: PAGE 05!09 f6 005/068 P.4 Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texiaa 7$069 972- 221 -4646 (main) 972 -221 -9647 (fax) wvww. latti rnorem aterials.com r 3Fb7 'L.;Os ree I%ggr 0117, C127 & D75 0.100 1 .000 glove Size (in.) 1.08% 0.49% 2.67 96.87 lb/ft' 108.27 IWO 26.3 10.000 11/10i'2006 15:35 9403206346 JPJ PAVING 11 08 53 FAX 214 565 1081 MEL Nov 10 2006 8:39RM LRTTIMORE MATERIALS CC 972 S29 3546 Date c Total dry wt. 742.6 grams PAGE 06!09 CZ 066 /009 P. S Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972 -Z21 -4646 (main) 972- 221 -9047 (fax) www.lattimorematerials.com Sample: Spec Wt. Ret Source: Denton °10 Passing ASTM C33 Limits Location: Load Out aleve Size (in) Wt. Ret % Rot. % Pa*s °10 Passing ASTM C33 Limits % Retained YxDOT 42t 3/8" 0.375 0.0 0.0% 100.0 100% 00 /0 1/4" 0.250 2.8 0.4% 99.6% - - #4 #8 #10 0.188 0.094 0.079 12.6 129.3 152.2 1.7% 17.4% 20.51% 98.3% 82.6% 79.5% 95% to 100% 80% to 100% - 0% to 5% 0% to 2C% - 016 0.047 221.3 29.8% 70.2% 50% to 86% 15% to 50% 020 0.033 258.6 34.8% 65.2% - - #30 040 #50 0.023 0.017 0.012 308.8 389.2 535.4 41.6 52.4 0 !0 72.1% +58.4% 47.6% 27.9% 25% to 60% 5% to 30% 35% to 76% 65% to 90% #80 1 0.007 679.6 91.6% 8.5% #100 0.006 702.1 94.5% 5.5% 0% to 10% 90% to 100% #200 0.003 732.8 98.7% 1.3 9 A 0% to 3% 97% to 100°, PAN " Fineness Mod.: 2.57 Sand Eq.: 90.2 Specific Gravlty: 2.64 Dry Lode Unit Wt: 100.90 Ib /ft Dry Rodded (Unit Wt: 716.14 lb/ft Absorbtion: 1.23% Date ran: 13 -59p -2006 11/10/'2006 15:35 9403206346 JRJ PAVING PAGE 07/09 1111012006 08:53 FAX 214 565 1081 MELS Nov 10 2006 8:40AM LfaTTIMORE MATERIRLS CO 0 As DCSGRIrTtON Sim AEA -15 admixture is a liquid solu- tlan cl G4n{antrated orge matorial:v. h has been formulated and rnanufatWred kp"fleelly to provide stable ana pra- dlctable tilt coniams in cancretei. wlln urlrorM air bubOts spaCing throughout the conx:taba m6iHtt. Sike AEA -T$ ro"m the raquirantenbl of ASTM C - 260 tot air entraining admWwres and AASHTO M -T 54 APPUCATIONS Sike AgAr15 can use used whenever air entrained vuntMIe IS CsEltetl, Ready - mix, praaaxt line lolaok producars can all achieve optimum entrained air con- tents, even whefa harsh rnbms rftu uses or fly - ash I5 added 10 the mix. ADVANTAGES Air antralrueent Is recognized ax the most eftolve prevention against Con - rsste scaring in exposed e wimnmentx- Alr ertlreiftill eaMFOI4 daltvara particu- lar tenants In the form or Increased oncrete durability. This is Irtlg in eoiber cclmaws where frost and freeze - thaw cycles c2in cause -Gating and dam- age to the concrete surlaee- A entraining agents help to prevent statute ey creating mllllon5 of mi - acoplo a Ir voigil, allowing water trapped In the ctmnrateto expand whenthe concrete freezer, thus prgrgnting cracks caused by ngtwat a�arnlwt Entrelned air voids in the cvncreie willaiso Incree" durst;Mtyln harsh arrrlronment6 - Yr+tlre CbnCrete t5 exposed to delcing salts, rr arine salts and sulfat ls, Workat]llity and placoablill& are also In'l- pnwad dy the lubrlrati a c:l lon of th mlcrosooptC LiJ bblert In tna concrete. Cor+erete will flaw ba ttar, and bleed and shrinkage will DO redu000 vocauw lace .witar le needed to obtain the desired workadlity. It 007/003 972 529 3546 10.6 Sika a AEA -15 Air Entsroinirsll; Aamlxla " 11/90 DUSAGE Addition rateswill vary depending on ihe wrr content requireC for a particUlar p Ty picaly alroorltertts wl II be speclfied ii the range of 4 to B percent by volume. Other factors that may aRecl the amount of air entrainedinWOw cmc7etaineluds - but one nOt GYl{IeQtl4, �Imant4ahlalM and type. sand grsdallon, temperature and watierconlsM. Slka recomirrl Lunde that trial mixes tlltttlltAld whenever rnawoul or any other chang9S are made that may affect the anwurn of erWalned air. gongs rattan for Silts AEA-16 will typi- naly felt between 114 and 1 fl. oz. /100 lbs. (Te - 66 ml /Tog kg) of csmsrl to entrain tretweern 4 and 6 percent air. Hlgher air contents may be obtained by lnereasing xhe doaape rate. Combination with other admixtures, par - ticularywrrterreducers and retarders, will tend lQ in crease lure am ount or envarn tad air Inthemlx. Air cantents should bechect;ed wah a n alt• rlt8tb r dfW bareltl n g and dosage adjustments mode at the concrete plant- agkWG Measure M tl3gtllrad qu antlty per batch mbnually or with automatic dispenser equipmetlt- Add $Ike AIA•T6 to MINlnq wodar or sand. Do not mix with dry Ce- ment. When IAed in corn ttirtatlon u,AIA ol 4er admixtures, care must be taken to Ms - pence each a d mixture sep aratety to to the mrx. PAClKA CfaIG Slka AEA -15 is supplied In 55 gallon (208 liner) druma and buik delivery- STORAGE AND SHELF LIFE Sike AEA - should be stared at above 35 °F CZ If frozen, thaw and agitate thoroughly to return to Its nomntl state before use. Shelf life when stored in dry warahOUSS condidona between 5VF and BWF (1t7'c- 27 I I ysat min lm urn. Skin iencle)fe irrl%6 : avoid GQMW The use of NIOSHIMSHA approved resplraittr. safety goggles and rubber Waves Is rec- oins randed. Avoid breattilry product -Use with adlequaliv vartledium Rern[m corn tarnInated clothing. lispS1 AM Wash skin with soap and water. In ease of eye cornett- Rush with wailer for 1S rrVnutu contact a physidan. Wash clom. Ing taefore re - use. c> UP Contain and collect with absortmi ma- tCrlel, L)M 4f In 4UGOfa6liGe Yrith local, state and federal regulatlons. 11110/ 2006 15:.;5 9403206346 .JR T PAWING 1'1/ -06 08:54 FAX 214 585 1031 MEL`: Now 10 2000 8f40PM LATTIMORE MRTERInLS CO 972 529 3540 A pu ITr i , PIaStocrete' 161 A " " T'r Wafer Reducing Admfxeure (Type A) OE'vc4alP'noN PluStocrete lei is a polymer -type weter- roaucing 60gy%hurs. pleatracrate 161 contains no chlorides. plastocrele 161 meets the raqulremen" of AITM C-494 Type A and AASHTO M194 Type A. A"i1CAT1AAa4 PJ?s1wets 161 is recommended Tor use In all applications where high gwllty cwcrete with superior wrnkatdrity Ano nVrrn6i seltln8 Urns la required. rfvw fT wvafts Plastocrele 161 woutr reducing admlx- ture provides an economical ano higniy effectJVe means of reducing the emourr of mixing water required to produce coh- crew or a cortaln slump by acting as a dis,"Fseint for tktt dent partlaiaa III thw rmx- 7lrraugh Ihla diepersing aquas mere of the surface area of the cement parUCles ID ovallobla For -arty hydraUOn. The Mara cement particles hydrated Dy contact %Mtn the mixing water, rile greeter tha CoMpfeaslve gtren9[h Of the COnCrete ADVANTAGES Plastocr¢ le , 151 Is fora wleW43 as a Type R wator reduacr to ako v 7 - 10% —dear reduction and tnaxknize the benefits of Increased hydration In both tie hard- siela and piastle states- BENEFITS A Reduced water content required to achieve daailred stump, InCI`Qa$`Q% camtpresstva and 10exural strengths and eAaws the V96 ar rnnro anorteml- Cel mixes. A Improved paste quality makes can - crate aoslar to pump and finish. A Co I"entnarrnalsaattigti —. through- out the recommended dosage. Lower wotor cement ratios pravlde decreased p arm an t At ty and Incr ea xd o urabUky. Corabbaudon wflh *tiler AtInsWutes: Plastvcrato 1f31 works efreC%Vily 44k a 5ingto AAMMWe Or In COfntWnitl4n With o&er admixtures In the Slits Symnem. When air entrained concrete Is specified, Slke raoommrnCS Gtal %M* of 81ks air QnWalnlhg agano, DOSAGE" Addition rates of 3 . 5 fl. cz.7100 Ibs. (195 - 390 rrr1100 Itg) of cement arc recorn- rnendod for general concrete a ppilcatfons where r+ormal setting ctharacterbtic5 are oeslred. WX NG Plastocrete ter la added at Me concrete plant. Messureregvkvo quantity menuelly or try auomated olspenser_ Add Into the sand at fie weigh hopper or Into the water line at Use Deml plant PAGE 08/09 IA 008/009 P - 17/99 PACKAtWWO PlaslOcrate 161 rs supplied In 55 gallon C209 Beer) drums and bulk delivery. STMAVE AND SHELF -LIFE P1ass4ocrate'161 shouldbe stared al above 3d (Z if trozon, thaw and egltaaa tthomughly to retu m to normal stew berem use. Shear rils when starers Ift dry warahaasaa condWns baouaon SW and 00"F (110C - 27 is one year mtn4num. 3rg11 anow" Initarrr. avoid wntect Tho ua= of NIOSHIMSHA approved respirator, "fqq g* j9j4e and ruCaer gWves Is roc• ommended -Avoid breathing produCt. Uso wkh adequate ventl1911116n. Remove COs• mminated ckA h4hg. F /AS T Afa Wash skin with soap and water. incaseof °Y° cordBG 4 flush hMat arsbr tOt ') 3 R1inUibS; cornet a physician. Wash clothing berore ro -Nae. CLCAN UP Contain and coletK with absorbam mate. Hal. Dlsposa of In accorOarCe WIM local, altars and redaral raguladdns. When usan in Combination with otmw ad. mlutures, care must be thk*h to Hlspan99 eevhadrrNYUlra separately into Ummlx. ba not MIX with dry cernenL 111 15:35 9403206346 1111n12006 08 54 FAX 214 565 1081 MELS JRJ PAVING PAGE 09/09 IR o0s /009 Nov 10 2006 t3: 40AM Lf-ITTIMORE MATERIALS CO 972 529 354E F.61 1/0) Plastim ent 40-12177 AN -l" As Water Redgevirve and Reterdinv Admfirr ure (Typos 8 & D) EWSeltv7nt N Pie-- timers Is a water - reducing e>Aa rw- ten3ing edmlaruro. PIm. ft aomtttlns no calCkYn chloride or arty Other Irftn- tifrnally added Cnlondes. Rimadmant mews we requirements or ASTM C -44 Typos a and D and AASHTO M194 Types B and 0. APPLIVA pla s tlrngnt Is reC oM m entisa f« use when- ewer hlrjh guafllty cormrste wlt'n predict- able and conbofled set Ume5 la deslmd. Use to fretwork and horizontal of vertical saptorm placements vwhem is suporlvr surface onion la required. ADVANTAGES Plestlment is highly effective to hot weauter contreth to offset Ow ecool- eratktg effects of high amblern tempera - tUMS by cantrcAling the neat of hydra- tion. Gomraw woskabillty is enhanced and a —po for z r 1 raae finish is obtalne+d. AtOINIEFFM In mass concrete pours Plsatlmant a*mtrola tomperatum Nae and reduces the f %ir 4r Inarnlal craekirlg. Initial set times are decoyed, allowing Lima fin prcper placement and finlsh- ing without cold Joints In hol weather condIdeha . Pfesdmerd increases concrete density and delivers InCreased early antl Wt'- mote, compressive and flexural strengths. • For nstwwk opprlootionx Pfastlment acts as a finlishing ald, worftabi ft la fmproVea, ble"Ing Is cottOmillod and a Superior Surface nnish Is obtalnat;. a Lower water cement ratios provide decre4500 permeebllity and Increased durability, Combination with Pinner Adimbiftwis: Piastilment works eMeahafy as a slnple sdmlzture or In combination with char admlatures in the Slits, Aystem, a 1 POSA CE Addition rates of 2 - 4 f(. oz. 1100 Ibs. (13o -260 m11100 kg) cement are rec- ommended For general concrete apprlca- tions. Where oxflendod retardation Ile requlredoosagemaybelncgsesea Please contact your focal S1k* Rep reanntetive for Information and assistanoe_ MIXm0 Adel Plastirrent at the concrete plant Measure required quantity manually or by autcme?Ad dlsponsor. Add Into the sand at the waigh hopper or rnto the water line at the batch plant PAClAtt&W& ptt sclmanc Is supplieo In 55 gallon (20a liter) drum! oriel sulk dollvery- 5TURAGE AND #NCif -d/C Dtaatlment should be stoned at above 3(F I -n'C). If Row Draw 4md ■0itate thonoughiy to return to normal 4tSta berwo uwa. Shelf life when scared In dry warehouse emclftlwr % between fin) °F .nd e0 °F (16°c- 27%1 is one year minimum. 3xin and eye Initanil; avtyld contact. The use of NIOSN /MSNA Poproved ?6101fe- (Dr, oarow gag Slog And rubber Qikyoes IS recommended. Avoid breathing product. Uaa with Adequate. vetntllation. Remove contaminated elethhg. FA=r Aw Wash skin w'u, soap and water, In case or eye contact, flush with water for i5 minutes: contact a phygiclan. Wash cloth - Ing before re -use- CLEANUP Contain and correct with absorbent mate- rial. Dlspaf a of M accordance with local. stets and federal regulations. When used In Combination with other admixlures, care mutt be taken to dis- porlse vaeh admlraure separately Into the rniz_ Do not mitt with dry cement 940 --206346 11 15:35 9403206346 JPJ PAVING PAGE 01/09 JRJ PAVING, LP P.O. Box 2136 - — 2277 N. Masch Branch (76207) Denton, TX 76202 DATE: O TO: LOCATION: FAX NO: TELEPHONE NO: REFERENCE: I� MESSAGE: Ni E -c-{ a V FAX IS BEING SENT BY NAME; MARTY MURPHY TOTAL NUMBER OF PAGES 5- (INCLUDING COVER) TRANSMITTING FROM TELECOPIER NO. (940) 320 -6346 (940) 320 -6340 IN THE EVENT YOU DO NOT RECEIVE ALL OF THE PAGES LISTED PLEASE CALL (940) 320 -6340 AS SOON AS POSSIBLE.