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SC-Coppell HS-LR 990806 =.A , ] , F1E IV ATERIALS COMr ANY P.O. 5.C:4 $5-3 · "1;"~""'~qEv TEX~,S 75073 ~'- --.'.,~.ocell High' School' ' / ~ _ "' 3cppeil Texas · . ;¢ "-~" ...... (' Materia',s: .,?:' ' ~emem: T,/p~ :, ~¢M C-~ 53 Texas-LeH.gh Ce%~nt F~yash. AST~-81B, C~a~ C Ho',nam .~,~ ~ur'es: ASTM C-zg4. 2,,ST~ C-260. P~cM~x ~. Cubic. Y~rd ~y WelJKht - S'a5 ~ers. Pa,~ . ~ NO~CEPT, ON ~ .EVISE*NO [ S:dev.~i~ ~ MAKE ~JZ ~0, ~" ~5 ~; 58 CH~KING IS ONLY FOR GENE~L CONFOPMANCE Strength ~ 28 Days ~n~q ~T~ THE DES'GN CONCE=T CF THE =F, CjECT AND ~v~ ~CC0 GENERAL CC','PLtANCE ¢.';TN 'HE 'NFORMAT,CN Air SHOWN IS SUBJECT TO REQU~R?~ENTS OF Cement, lbs 470 ~70 p~s A~C SPECS ' DAUAAC CONSTRUCTION CO. Fly Ash, IDs 0 0 GENERAL CONTRACTORS C. Agg.. ihs ~S50 1850 DATE J ~27 W/O ~atlo. ~ ¢ 0 50 0 48 Fly ~h, % 0 0 Ma.~imu~ Temp, deg. ~5 S~ump, inches 3-5 3 Admixture do~age 3u~ject tg adjustme~,t as needed (ASTM C-g4. Note 7~ , ~ "Airc~ntentperr~cmmendation, o, ASTMC.94.7(Table3) ~ ~- ~, 'D_ =,- F,'~ ~ ~ La~imore Ready Mix guarantees the above mix design will achieve :~ ;c '::, 'c. the specified 3~en~th when ~ted and evsi~ated In accordance wi[h In ~ccor~anc~ with ASTM C-g.t, Lattimor~ ~aterial~ Co, requests ihat copies ef all ;fi ~ '~e {.' ;~ :: ~ ;~ ~ - strength tests be foeh'arded ts our Quall~ Control Depadmer~L ' r LATTIMORE MATERIALS COMPANY Vc~i!,;",~EY. TE;~A$ 75070--0555 o~-,'. ~9-4646. (972; 221-464~; C;ien~: The Cortez Gro~F DATE: 28-Ju;--c9 ProjecT: Ccppe,I ,~.ig h Cc~peiJ. Texas Materials: Cement: Type !, ASTM C-150, Texas. LeHigh Comer: Flyash: CJass C. ASTM C-618. Hclnam Coarse Agg.: ASTI~ C.33, 1"-~4 Lattimo~ Crushed Store AST.M C-330, 3/4"-#4 L',gh~veight Aggrec_ete Fine Agg.: ASTM C-53. Let;imore Ccn:ret~ Send Admixtures: ASTM C~94. P;¢Mix ASTM C-260, PrcMix ~-~c,.i% .j¢.,=.~, ~_- ....... I CublcYard ByWeight - SSD Mix No. ,~] L~2 Strength ~ 28 Days 3000 A;F Cement, lbs 55~ Advance notice of not [ess ~ty Ash. lbs 0 than 3 da~ ;~ needed prior C. Agg., lbs ~3 cfi) 3~ to any lightweight place- Lt. Wt. AGO., JSs f~ c f.': 6C8 m~nt. Sal~d, lbs · 504 W~et. i~ 2&~ Aggregate weights are sub- WfR, oz 22.6 ject tO change based on the AEA, ez 4 B weights of available light- ora! Weight 33 ! 9 weight aggregate. Plastic Unit Wt. ~'CF 122.9 +/- 1.5 lbs Dr~Unit~.,~CF 1179 +/- 1 ~ lbs WfC Redo, ~I~ 0.43 Fly Ash, % O Max. Temp. Slump, inches 4 Air, % entrained · Admixture dosage subject to adjustment as needed (A,~TM C-94, Note 7) "Air co,tent per r~commendations of ASTM 0-94.7 (Table :3) Lattimore Ready Mix guarantees the abqve mi× design will achieve the specified strength when tested and evaluated in accordance with ASTM C-172, C.31, C-39 and C-94 a.,ld when the recommended procedures for placemem an~ curing outlined in ACI ~05,"305 are followed. TT LATTIMORE MATERIALS COMPANY P.O. BOX 556 McK!NNEY, TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 CONTRACTOR: Hill & Wilkinson, Inc. MIX NO.: i6 LABORATORY: HBC £n$~needna. Inc. PROJECT; McDermott Commons DESIGN STRENGTH: 3000 Allan. Texas 7-28 Date Slump Air Temp 7 Day 7 Day Avg. 28 Day 28 Day Avg. Av~./3 Range Gain I 23-Fe0.99 6.00 68 3910 3560 3885 4570 4740 /.-S 55 i70 !.20 2 25.Feb-99 5.50 70 3250 3070 3160 3890 3620 3755 270 ] .19 3 26.Mar-99 5.50 68 3040 3170 3305 4760 4690 4725 -~378 70 ].52 4 29.Mar-99 5.50 60 3190 3760 3-~75 4580 4590 ~585 4355 10 1.32 5 30-Mar-99 6.00 58 3690 3470 358'3 5180 4930 5055 4788 250 ~, .41 6 3],-Mar.99 5.75 56 3370 34~,0 3405 5000 5470 5235 ~958 470 1.54 7 01-Apr.99 6.50 56 3320 3020 3"'70 4940 481[0 ~890 5060 '00 3_54 S 07-Apr-99 5.50 78 3190 2940 3065 4360 4200 "280 4802 !60 ] .40 9 16.Apr.99 5,50 63 2860 2650 2755 4660 4250 4455 45,'-2 410 ] .62 10 21.Apr-99 6,00 70 3620 3650 3635 5050 5470 5260 4665 ~'20 1.45 ! ~. 21.Apr-99 5.75 69 33],0 3t20 3215 4610 4800 4705 4807 190 ! .46 12 22-Apr-99 6.00 73 2900 2960 2930 4240 ~,240 4240 4735 0 1.45 13 22-Apr-99 5,75 73 3300 3290 3295 4800 4650 4725 4557 150 1.43. 14 29.Apr-99 .5.25 76 3210 3290 3250 4230 4560 4395 4453 330 1.35 15 03.May.99 4.75 70 3380 3670 3525 4630 ,1390 4510 4543 24O 1.28 5.68 68 3297 4631 216 1.41 STD. DEV, 394 MOO. DEV. ~58 ACI ,~18-.5.3.1.2 REQUIRE;,tF-NTS: (5.1) f~ = f'c 4- 1.34s 3613 (5.2) ¢cr = ¢c + 2.33s - 500 3566 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 CONTRACTOR: The Back Group MIX NO.: 38 LABORATORY: Terra. Mar, Inc. PROJECT: J.C. Penney Distribution Warehouse DESIGN STRENGTH: 3000 Ft. Worth, Texas 7-28 Dale Slump Air Temp 7 Day ? O,,y Avg. 28 Day ZB Day Avl!. ~,~g./3 Ranffe Gain ~ 30-^pr-98 3-25 4.0 81 4940 4940 6[20 5770 5945 3~0 1.20 Z 0!-May-98 2,00 3.7 8t 3880 3880 5300 5100 5200 200 !.34 3 23.-May-98' 4.00 ,%.8 78, 3590 3590 3990 3870 3930 5025 ~-20 1.09 ~ 29-May-98 5.00 4.7 92 2580 2580 32!O 3250 3230 4120 aO 1.25 5 O§-Jun,98 4.O0 3.4 75 3650 3650 4730 4880 4805 3988 150 1.32 6 09.Jun-98 2_.30 6.0 92 35ZO 3~20 4230 4210 4220 4085 20 ! .20 7 15-Jun.98 3,00 1.6 90 3600 3600 5?_80 5070 5~,75 4733 2~.0 1.44 8 17.Jun-98 2.50 4,9 91 2890 2890 4330 4590 4460 4518 260 1.54 9 25.Jun,98 3.00 5,6 82 3250 3250 4380 ~-620 4500 4712 2-~0 1.38 10 O1-Jul-98 2.00 5.0 83 4620 4620 58O0 5960 5880 4947 160 1.27 ; 1 05-Aug-98 2.75 4.7 90 3900 3900 4470 4700 458.5 ~988 230 1.18 12 30-Sep-98 3.OO 5.5 90 2880 2880 4000 3920 3960 4808 80 1.38 13 08-Oct-98 3.00 5.6 90 3780 3780 5180 5230 5205 4583 50 1.38 3.4 15-Oct-98 3.00 3.4 at 3700 3700 4650 4590 4620 ~95 60 1.25 3.06 4.5 85 3627 4694 1.~5 1,30 STD. DEV. 751 MOD. DEV. 871 ^C~ 318.5.3.]..2 REQUIREMENTS; (5.1) f'cr ~- rc · !,34s 4i67 (5.2) f'cr = I'c * 2.33s - 500 4530 ACI ;~18-5.3.Z.2 REQUIREMENTS FOR LESS THAN 15 TESTS: f'c < 3000 psi Add 10OO rc = 3000 psi to 5000 psi Add 1200 (4200 psi) rc > 5000 p~i Add 1400 LATTIMORE MATERIALS COMPANY P.O, BOX 556 McKINNEY. TEXAS 75070-0556 ,--- (972) 569-4646 (972) 221.4646 '-'~,~- CONTRACTOR: Aus[in Commercial MIX NO.: L42 LABORATORY: HBC Engineering PROJECT: Presbyterian Hospital of Piano DESIGN STRENGTH: 3000 Piano, Texas 7-28 Date Slump Air Tamp 7 Day 7 Day, Av.q. 28 Day 28 Day Avg. AvgJ:~ Ranqe Gain 1 17-Mar-97 "6.50 5.8 65 4470 4470 526'0 4890 5075 370 1.14 2 17-Mar-97 5.50 4.0 66 3830 3830 4830 4860 4745 170 .1.24 3 17-Mar-97 6.00 4.0 65 3630 3630 4910 4990 4950 4923 80 1,36 4 17-Mar-97 5.50 4.0 68 4130 4130 5350 5300 5325 5007 50 1.29 5 23-Mar-98 7.00 6J4 63 3870 3690 3780 4210 4380 4295 4857 170 1.14 6 23-Mar-98 6.50 4.8 67 .3510 3420 3465 4520 4680 4600 4740 160 1.33 7 02-Apr-98 6.00 7.1 72 3450 3360 3405 4000 3810 3905 4267 190 1,15 8 02-Apr-98 5.75 5.0 78 3580 3640 3610 4230 4100 4165 4223 130 1.15 9 13-Apr-98 5.75 11.0 68 2960 3020 2990 3570 3410 3490 3853 160 1.17 10 13-Apr-98 5.25 8.0 75 2980 2800 2920 3510 3370 3440 3465 140 1.18 11 13-Apr-g8 5.00 8.3 74 2790 2840 2615 3560 3170 3365 3403 390 1.20 12 16-Apr-98 5.50 7.9 67 3870 3720 3795 5010 4900 4955 3920 110 1.34 13 16-Apr-98 5.75 8,0 69 2860 2750 2805 3900 3720 3810 4043 180 1.36 14 16-Apr-98 5,50 8.6 08 2930 2690 2810 3730 3510 3620 4128 220 1.29 5.82 6.6 69 3461 4267 180 1.23 ACI 318-5.3.2.2 REQUIREMENTS FOR LESS THAN t5 TESTS: f'c < 3000 psi Add t000 I~si f'c = 3000 psi to 8000 psi Add '1200 psi (4200 psi) f'c > 6000 .psi Add 1400 psi . CONCRETE COMPRESSIVE STRENGTH TEST 89oi Caxp eater lb-wy., Sulte $1 §0 Dsllas, T~ Date of Service: 05/06/1999 Report No.: 99 [~94 RePort Date 06/09/1999 Client No.: 35275~ Project No.: 43-1390-97 Client: BECK Proj~t: ~sceRaneous 17~ Pacific Ave. Suim ~38~ Dallas TX 75201 Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: HCB Col~Lca. ctor$ CONCI1,EI'~ CLASS: L42 CONCttm'~PLma: Lattimore PLACEMENT DATE: 05/06/1999 nnTc~rr~m: l:lSpm eLam'r: 3 x~ SAMPLED: 12:30pm aY.. Shane Spinks se~cnqcaaaoN ~vm~m~-rs ww_$~a co,,~mo~s: Sunny s'n~a: 3500 psi @ 28 Days xE,'m,~.p.a'nJm~ 0q - am 77 sL~: 3-5" ~ucK~o: 820 T~C~NO: 3083297 A~ 3~% ~m coN~ ¢~: 4.3 ~sz ~o o: ~ C- 143 e~c~ AS~ C-172 AS~ C-39 S~ ~CATION: S~ pl~nt l~afion ~PORT OF TESTS xccc~~ YS~S: 9 ~ SL~ DA~ ACE ~ S~G~ S~ NO. (~) ~ (~) 6b~. f~e) ~O "~E I 1 6.~ 05113/1999 7 106340 3760 I 2 6.~ 05/13/1999 7 97070 3430 Average 3600 1 3 6.~ 06~3/1999 28 119650 ~230 1 ~ 6.~ 06/0311999 28 128910 ~560 Average 4400 Technician: Shane Spinka Started: lh00am Finished: 12:30pm a-~-,~-~ Enoin~ Inc. Report Dlstributlon: '~l~TMs (t) BECK Euget~ ~arbour Vice President This report ia exclusively for me use of the client indicated abo~ and shall no~ I~ reproduo~d e~cc~pt i~ t-ul[ without ~hc wdt~a approval of HBC Bc~dner. rlng. Inc. Page l of 1 "QTE" Quality Te~-ting & Enginee. o, Inc. 10530 Sha~- Trail PROJECT RqSPECT1ON Dallas, Texas 75220 REPORT (214) 351-25II Page 1 of 1 PROJECT: Lattimore - Aggregate Testing Job No.: 00002.0002,07g CLIENT: Lattimore Materials Date: 04/17/99 REN~MRKS: Sample #275 ASTM C-33 Size 57 Bridgeport Stone Si~'e Analysis Test M~tl~od: (ASTI~I C-136) -',., .- ...... : .... ~,'. - ,,.'.'.~- =:,~.~.' ;.":.':e: ~i':'.'.h~'~u ~'~'~:. .... ' .."' .... '-'-,'""': .... - ~,~,~.....~i;l'~-'-~=~ ....... ~ '""~ '~: ........ ~,~"' "" . ~." ' ...... .... ?-.... ....... ->s~,,~,.s~. :...75.~I~.!5~?:.:,.-.~~ .~..:,, ...-..~:,:~m~:_~,=,,-~-~,,~__ _~. :¥--...,.~......-.. 5..: :: ','. 4: '-. .'.,~ ~", -", ..... ~.' -,:: '' "_'-*¥".;~'~.:Y"'i"~..~"~W~x'~'.;'= : - ' .L~Y?}jV)??.:,.: ~:'- <' 1 }/2" IO0 100 1" 96.2 95-100 ID." 37.1 25-60 //4 3.7 0-10 #8 I. 1 0-5 D~ant (AS .T~_.. C-117) % Passing #~00 Sie"ve = 0.7 { Max~mnm Allowed--1~'0% ..... 7 spec.mc O~vit? (Asmma _c-127) Saturated Stufa~ Dr)' 2.68 Bulk 2.67 Absorption % 0.40 _ Uuit Wei~ht Dr3, Rodded (ASI'M C-29) unit Weight (pc/) Average ~ 3 { 101.6 I Q~ ~S~A~: L ~n ~r~o~y~e~~~y~yn~ . ~~ln~ ~ TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 12,/0~/98 Production Fsclllty: STRI=ETM/kN LVVT Size: ~ Grading Designation: ,~ETM C-,330 3/4' - ~4 PmJeot: ..... ALL TEST8 ..... Simple Location: 81EVE CUMULATIVE CUMULATIVE CUMULATIVE REQUIRED SPECIFICATION 81ZE WT. RE"rAINED % RETAINED % PASSING % RETAINED % PAS$1H{3 . , ~,-.- : .' %' 0 100 0 - $ 90 - 100 100% of te,,,~: 2 Size: 330 PLANT: sTRF_ETMAN LWT Job: *'*'***ALL JOENS ..... TEXAS INDUSTRIES, INC. 5treetman Expanded Shale Aggregate ( ASTM C 330 ) and Texas Department of Transportation (Item 303) Typical Physical Properties: R~qnll:s Required ASTM C 131 2,t.6 % 35% Max. MAgnesium Sulfate ( 5 c/des,) ASTH C 88 6 % 25% Max.~ A~,~lnsoluble Residue in Aggreg~es ASTM D 30421 TEX-6!2-J 100/95 % 8~% Min.z Pmss,!re's~a~n~ Test 'TEXt3 I-A 3.4 % 4.0% Max. Fre~.~e-Thaw T~,~ .' :~TEX.::432.A !.4 % 7°;6 Max. . Moh~ Hm'dnass .5.5 (8PCS= 6)~ ASTM D 4972 10 94 Hour Water Absorption TEX-433-A 8.2% 12%'i~lax. (l'~as D~..pa~-o~ient of Transportation requirement for Imm 30l surfac~ ~:~r~at'~.) 0"~ ~aturai Re~ourre Cons~va~on Commt~ion requirement for ~¢hat~ Landfills; Subtlde O.) (Bridgeport Crushed Stone [BPC. S] has a Mobs hardness of 6.) Hooper Engineering Laboratories, Inc. Construction Materials Testing ~ REPORT OF ANALYSIS OF CONCRETE AGGRFGATES CLIENT: Lattimore Materials Co, DATE: 15 February 1999 PROJECT: General Use SAMPLES: Submitted to Hooper Engineering Laboratories, Inc. on 2/15t99 by Lattimore Materials Co. SUPPLIER: Thackerville - RETAINED ON NATURAL SAND ASTM C33 SIEVE SIZE 0 -//4 REQUIREMENTS 3/4" 318' 0% 0 No. 4 5 0-5 No. 8 14 0 - 20 No. 16 25 15 - 50 No. 30 46 40 - 75 No; 50 83 70 - 90 ......... No': lo0 ........................................... 97 ...... ' ..................'9'0 ;98 ............ FINENESS MODULUS 2.70 2.3 to 3.1 SPECIFIC GRAVITY. 2.65 FINER THAN NO. 200 SIEVE 1,3% Max. 5.0% DRY RODDED WEIGH'T, PCF 110.4 SAND EQUIVALENT 96 Min. 80 TECHNICIAN: RDG ~ ~ .~ . · DISTRIBUTION: (2i Lattim0re Materials Co., Curtis Lee 2870 Walnut Hill Lane Dallas, Texas 7522'3 (214) 3.~1-8419 Fax (214) 351-5148 '--- Xtechnologies ProAir-VR FINSOL .RES. flY AIR ENTRAINING ADMIXTURE FOR CONCRETE DESCRIPTION: SPECIFICATIONS: ProAir-VR is specially formulated for use as an air Conforms to ASTiVl C260 entraining admixture for concrete. ProAir-VR is A. ASHTO M 154 manufactured under strict quality consol standards to CRD C 13 insure uniform perfornmnc~ at the job site. TECHNICAL NOTE: ADVANTAGES: ProAir-VR doez not contain calcium chloride or any ProAir-VR inixoduces milliora of uniformly sized chloride based components. It will no! promote or and spaced air voids throughout the concrete mixture, contribute to corrosion o£reinforcing steel in Concrete containing thc.se tiny, air bubbles has been concrete. proven far more resistant to freezing and thawing than plain conact~. ProAlr-VR in USES: hardened concrete reduces per~eab/l/ty ProAir-VR may be used wherm'er air enlxainmem is and enhances the resistance to surface deterioration requiredby concrete specifications. It is particularly caused by de-ic/ng chcm/cals. Concrete containing useful in: ProAir-VR requires less water; thea~fore, bleeding * All commercial and residemial concrete is reduced_ ProAir-VR aids in fi~ishing and * Mass concrete laxxtuces a more water tight concrete ~4th a loaer * High cexn~t, love slump pa~-ing mixes waterq:ement ratio. The air bubbles act as "Ball- * Mixes with high caflaon content fly ash Bearings" to Igeatly imlxm~ the plasticit)- and * Concrete using high-alkali cement workability of the concme, making it easier to flow * Al1 concrete to be exposed to freezing into forms or be laxmped into place. Concrete mix~ and thawing conditions designed using ProAir- VR result in a reduction of * Concrete to be mixed for an ~xte~ded segregation and honeycombing with smoother and period of time more even finished surfaces. COMPATIBILITY: DOSAGE: ProAh,-VR is fully effective and compatible in There is no sumdard addition rate for ProAir-VR. concrete containing all type~ of Portland cement, The amount to be used,Mil ;~ry w/th loc. al materials class C and F fly ash, microsilica, calcium chloride, and int~ded concrete perfornumce requirements, fibers and approved ~ater-reducing accelerating and usually inflae range of 4% to 6%. 'r)l>ical retarding admixtures. ProAir-VR can be used in all ProAir-VR addition rates range from .5 to 2 ounces white, colored, and architectural concrete. per 100 pounds (33 to 130 mi per 100k, g) of cement. Pll. O MIX Tadmologi~ wszzm~ts it~ products to be ~ree from dd~ ~ ~i*I md ~au~ T~o~ 0f~y n~e ~a~, e~ ~ ~li~ ~ ~i~ is bss~ ~Ome ofpubli~i~ ~nd is off. ed ss a ~e f~ ~e us~ ofo~ proud. PRO ~ T~olo~ ~tlm ~d do~ n~ warty ~o~ o~in~ ~r ~y ~ppH~. PRO ~ T~olo~ ~o~ ~e use ~ r~l~ of~ ~odu~ ~d ~s}l n~ be ~p~sibl* for ~s ~si~ desi~, ~eai~, w~ip end field ~nd~ion~ No ~mh reco~, ~ ~ ~ is ~dedto ~ on ~y p~t or c~ hdd ~ P.O. Box 6 ~en~ Texas 75013 (972) ~010 (972) 562-1822 hx C~g 19Pg P~ ~x T~olo~, LLC. PLASTIMIX 250 WA TER-RED UCING ADMIXTURE FOR CONCRETE DESCRIPTION: SPEClYlCATIONS: Plastimix 250 is a ready to use aqueous solution of Conforms to ASTM C 494 t3~ae A complex compotmds which enhance the performance AASHTO M 194 Type A of plastic ~d hardened concrete. Plastimix 250 is CRD C 87 Type A manufactured under rigid quality vonttol measures to provide uniform, reliable results. TECIINICAL NOTE: Plastimix 250 d~es n~t contain any purposely added USES: calcium chloride or other chlofi& based components. Plasfimix 250 is recommended for mixes whexe It will not promote or contribute to corrosion of reduced water content, improved cement xeinfordng steel in concrete. performanoe, uniform, normal set limes and enlmaced fi_n_ ishiag chara~tics are desirable. COMPATIBILITY: Plastimix 250 is compatible with all tyln~ of ADVxMYI~AGES: Portland cement, class C and F fly ash, flag, * Impro~,es the quality of ¢oncxete by decreasing microsilica, calcium chloride, fibe~ aad approved air water-cement ratio enmdning, aw. elerating, retarding, and super * Increases e~xIy and ultixnate compressive and plasticizing admix'rares. Plastlmlx 150 can be used flex'xaal C,~tgth in all white, colored, and axchitectural concrete. For * Reduces cracki~ and shrLn~ best results, each aclmixtm-e must be dispensed * Imprcn-es workability and fmic&abili .ty on all separately into the concrete mix. flatwork, slip formed and pre-cast surfaces * Improves formed surfaces while ~dudng STORAGE: segregation · * Im~oves pumpability of concrete Pl~timix 250 ma)' freeze at texn~ below 35 F * , Improves normal-setting characteristics (2 C). Although freezing do~ not karm Pl~timix * Increases relativ~ du~ability and resistance to 1150, precautions ~hould be ~alcen to protect it from damage caused by freezing and thawing ~reeaiag. If it should happea to freeze, thaw and reconstitute with mechanic~ agitation. Do Not Use DOSAGE RATE: Pressurized Air For Agitation. Plasfimix 250 is recommended for me at a dosage rate of 3 to 6 fluidounces per 100 pounds (196 to 390 mi per 100 kg) of cemen¢. PRO ,VAX Technologies w~r~auts ha products to b~ B'~ fr~m defec~ in materinl and rn~ufscture. There s~re no o!h~ wsnm~es by PRO MIX Tedmologie~ of~tly ·mire whrs_soev~r, expr~aed or implie& ~hie i~['orlnstJon is b·szd m d~ts sad k~lowl~lg~ b~lioved to berne and ~oau~tc at time of publication and is offered as · resoutc* for zh~ users of our pr~duc~, PRO M/X Tedmologies assume:a no Ii·bLIky in the me of this infotmatlon and doe· not warrallty the resells oblained for my appticstion. PRO MIX Teehnologie:s ~atl not be LL~bla for tl~mag~s of any sort, from the use or resul',$ of this product and ~nll not be recponsible for conditions ou~ide its cora~L including but not limited to, c4.h~ materitls, design, {n.spection, workman·hip and, field conditions. No st~ternmt, recommendation, or other informstlc, n is intended tO io~'ing~a oo ~ny patent or cc~}Tight held by. c0aera. P.O. Box 6 Allen. Texas 75013 (972) 772-6010 072) 562-1822 Fsi Cop}right 199~ Pro bfix T,~chnelogi¢'s, LLC. Pr lx technologies PLASTIMIX 100R SET RETARDING WA TER-RED U CIP~'G ADMLX~RE FOR CON'CRETE DESCRIPTION: DOSAGE RATE: Pla~timix 100R is a set retarding, water-reducing Plast~ 100R is ~e~ for ~e at a do~e ~ for ~n~. It is ~i~ ~ ~e ~e ~t of 2 to 4 fl~d o~ ~r 100 ~ (130 to 326 pl~g ~ ~ of con~ w~e ~g ~ ~ 1~ ~ of ~mem. ~n~ol of ~ ~e. Pl~m~ IOOR ~ ~ment ~~ xe~ ~ ~ff~'ed ~e ~ SPE~CA~ONS: ~d ~t~ ~ac~ ~es. It ~ ~i~y Co~o~s ~a~ci~ ~ h~ ~ ~acre~g o~ons ~ C 494 ~ D whea consol ~g ~e ~d ~t~ce ora ,~O M ~94 ~s B ~ D pliable ~en~ ~ es~n~. C~ C 87 ~ B ~d D ~V~AG~: ~~C~ NO~: * ~ con~ ~' by Plast~ 100R d~ not ~ ~' ~ly ~~ ~m~t m~o ~ a ~s~n d~ M~ ~ ~ofi~ or ofwo~ com~neaU. It ~ ~ ~o~ or m~te to ~d fl~ ~ * ~ ~ ~ ~fin~a~ Pl~ti~ 100R ~ ~fible ~ ~ ~ of * ~ ~or fiqis~bffi~ on ~ ~rk ~s~, ~m c~ofi~ fi~ ~ ~'~ ~p fo~ ~nd ~ ~ ~ ~ ~d ~ ~ing a~. ~ ~es en~t ~oMd * ~ ~o~ ~n~ol of s~g couc~ ~ ~ on ~ge ~ * M~ ~~h~tof~fiO~ r~ucMg Note: ~ ~e~ ~g ~cr~, con~ PRO MIX Todmelog~,-, warmota ira {~oduot$ lo be ~ from d~s in ~t~al ed mmufaa~a ~ ~ no ~ ~e~,;d~ by PRO ~ M~ ~d ~ a~ w~y ~e r~R$ o~ for ~y sppli~i~. PRO ~ T~oI~ ~all n~ be liabl~ f~ ~gm of ~y ~ ~om ~e ule ~ ~ ~f~is p~ end ~II n~ be ~p~:ible br ~fi~ o~[ide ~ cobol. ~g ~ n~ lim~ ~, ~ ~ls, P.O. Box 6 ~le~ Texs~ 750~ 072) 772~010 ~72) 562-1822 Fax c~ l~8 Pw bfix T~olo~, LLC