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ST0102-SP021114
CONCRETE DESIGN REPORT Contractor;. 'rL~o Pavi~ Date: 11/14/02 Co,,:,t~ ~ ICity of Copp~ll Count. D~L~ Mix Design ~. ~.0 ~d Class: 3000 psi hand placed Mate~al Descriptions Material Source Data 1.5" to ~ limestone Lattimom Mata'ists Bfidge~o~, TX Natural Sand Latfimom Mata'ials Thackervi~c, TX Dement (Type Eli) TXI Midlolflla~, TX Pro Air TX Pro MT[x Technologies Roclcwall, TX Plas~imix IOOR ~'o ~ T~chnologies Rockwall, TX Pro Mix Technologies Roekwall, TX Material Properties Sp.G. SSD Unit % % of Wt. Solids Total 1.5" to # 4 Limestone 2.67 94.8 56.9 100% Natural sand 2.65 101.1 61.1 100% Type I/Il Cement 3.10 DESIGN FACTORS: Total Cemenfitious Factor Cement 100 % F~ash 0% Coarse Ag~l. Factor Water Factor Air Factor 6.00 sacks 564 lb. 0 lb. 0.73 5.16 allsk 5.00 % CM Abslt. Vol. 2.919 C+A 2.916 C 0.000 A w/c+p = 0.458 CALCULATIONS: 1. Yield = (CF/CY)/CF 2a. VoL CA1 = Yield X CAF X Solids 2b. Vol. CA2 = Yield X CAF X Solids 3. Volume Mortar = Yield - Volume CA 4. Volume Water = (WF/(GaI/CF)) 5. Volume One Sack Cement%Cern /%F.A. 6. Volume Entrained Air = Yield X AF 7. Volume Paste = VoI.Cem.+Water+Air 8. Volume FA = Vol. Mortar - Paste 9. Yield (Sum of 2,4,5,6 & 8) 0. FAF = VoI.FA/(FA Solids X VoI.Mor.) 100 0 1 sk batch Volume Full Size to Wt. Batch: 4.500 1.869 0.000 2.631 0.688 0.485 0.0O0 0.225 1.398 1.233 4.50 0.77 311.4 1869 0.0 0 42.9 258 93.8 563 0.0 0 203.9 1223 Tlseo Paving 11 I1 ~02 Concrete mix design Ruby Road CONCRETE CLASS: 13000 psi hand Mix design number. IP6.0 Hand placed I Cubic Yard BATCH WEIGHTS (s.s.d.) Cement 564 lbs. Fly Ash 0 lbs. 1.5" to fl-4 limestone 1869 lbs 0 0 lbs. Natural Sand 1223 lbs. 0 0 lbs. Water 258 lbs. Plastimix 100R 23 oz. 0 0 oz. Pro Air TX 4.2 oz. 30.9 gallons CONCRETE DESIGN REPORT ~oiest ~.l~ Road Date: 11114/02 Control ~ ~ of~H M~ ~ign ~ P5.0 ~e Cla~: ~ ~i mac~e pl~ Matedal Source Data 1.5" to #4 limestone Lattimom ~ Natural Sand Latfimom Materials Ttmckerville, TX Cemeflt (Type MI) Pro Air TX Pm Mix Technologies Rockvadl, TX Plastimix 100R Pro Mix Technologies Rockwall, TX Pro Mix Technologies Rockwall, "EX Material Properties Sp.G. SSD Unit % Wt. Solids 1.5' to # 4 Limestone 2.67 94.8 56.9 Natural sand 2.65 101.1 61.1 Type I/Il Cement 3.10 %of Total 100% 100% DESIGN FACTORS: Total Cementitious Factor Cement 100 % RTash 0% Coarse Agg. Factor Wato~ Factor Nr Factor 5.00 sacks 470 lb. 0 lb. 0.78 5.50 gal/sk 5,00 % w/c+p = CM Abslt. Vol. 2.430' C+A 2.430 C 0.000 A 0.488 CALCULATIONS: 1. Yield = (CF/CY)/CF 2a. Vol. CA1 = Yield X CAF X Solids 2b. Vol. CA2 = Yield X CAF X Solids 3. Volume Mortar = Yield - Volume CA 4. Volume Water = 0NFl(Gal/CF)) 5. Volume One Sack Cemenl%Cem J%F.A. 6. Volume Entrained Air = Yield X AF 7. Volume Paste -- roi. Cern+Water+Air 8. Volume FA = Vol. Mortar - Paste 9. Yield (Sum of 2,4,5,6 & 8) 0. FAF = VoI.FA/(FA Solids X VoI.Mor.) 100 0 1 sk batch Volume Full Size to Wt. Batch: 5,400 2.397 0,000 3.003 0,733 0.485 0.000 0.270 1.488 1,515 5.40 0.83 399.3 1996 0.0 0 45.8 229 93.8 469 0.0 0 250.5 1253 Tiseo Paving 11/14/02 Concrete mix design Ruby Road CONCRETE CLASS: 13000 psi machine placed Mix design number:lP5.0 Machine I Cubic Yard BATCH WEIGHTS (s.s.d.) Cement 470 lbs. Fly Ash 0 lbs. 1.5" to fl-4 limestone 1996 lbs 0 0 lbs. Natural Sand 1253 lbs. 0 0 lbs. Water 229 lbs. Plasfimix 100R 19 oz. 0 0 oz~ Pro Air TX 3.5 oz. 27.5 gallons LMC I II Client: T~seo Paving Pro. cc Ruby Road - Project gT010Z Coppell, Texas Fresh: Coarse Agg.: Fine AOg.: ASTM C-150, Type I. ASTM C-~IS, Ciasa C ASTM G-33, 1"- ~J4 Crur, hed Stone ASTM ~, C, on~l~4e Sand ASTM C-494, Type A or D Cubic Yard By Weight - $SD Machine Paving Mix No. Center~ lbs Fly ~h, C. Agg~ lbs Sand, W/tsr, Ibe W/R, oz Total Weight /Ur 4?0 0 1696 1502 227 18.8 3895 13-Nov-02 Urdt Wh ~/~F 144.26 W/C Ratio, # 0.48 Maximum Temp, deg. 95 Slump, Inches 3-5 Ail', % entrained 3-~ Lattlmem Re~ly Mix guarantee~ the abo~e n~x design ~1 a~ h s~ed ~n~ ~n t~d a~ eve~e~ In ac~an~ w~ A~ C-172, C~1, C~ ~d ~ and ~ ~ ~me~ ~u~ In accordance with ASTM C-94, LettJmore Ma~erials Co. requests that copies of ali GH Lattimox~ ~[V[ate~-J~s Company P.O. Box 556.McKL~ay, Te~ 75070-0556 (977.) 221-4646-(972) 569~4646 LMC Client: Tiaeo Paving Date: proj~ Ruby Road - Project #~T0102 C~x~ll, Texas Cement: ASTM C-'150, Type I Flyash: ASTM C-618, Ckms C Coeme .4gO.: ASllU C-33, 1'*- e4 Crus~d Stone ~ A~g.: AS'TM C-33, Concrete Sand ,~:lmb~.,ms: ASTM C-.484, T~pe A or D Use No. Cement, Ply Aah, C. Agg., Ib~ Sand, Ibl W/R, oZ Total Weight. Air ~4 0 1308 237 22.6 13-Nov.-0z Unit ~ ~fCF 144.26 W/C RMI~, # 0.42 Fly A~h, % 0 M~lm~m Teml~, deg. 95 Slump, Inche~ 3-5 A~r, % entrained 3-5 Lattlmore Ready Mix guarantees the abo~ae mix de~'gn w~';I achieve the specified ~,gngth when ~8~d and ~al~ In e~ance w~ ~M ~172, ~1, C~9 a~ C~ ~ ~ ~ ~m~ p~ f~ pl~ent a~ cuflng o~i~d In ACI 30~3~ am ~ll~ed, ]n acCm'dance with ASTM C,.~, Lattlmore Materials Co. mque~ts ;.~;, COl:des of strength test~ be forerarded to our Quality Control Departmeet, GH Lattimor~ Mamrials Company P.O. Box 556'McKillzley: Texa~ 75070-0556 (972) 221~1646'(972) 569.4646 v~-~J.l~tct x .corct LMC 7..28 DaM ~ /dr Tenm T Day ? D~v A~. 21 ~ ~ D~Y A~ A~ ~ Miff ~ 1~1 4.~ 3~ 85 ~ 3~0 ~S ~ ~ ~0 ~ 1.18 2 1~1 4.75 2.6 89 ~0 41~ ~5 ~10 ~0 ~15 1~ 4 21~ 4.~ 43 ~ ~0 ~ ~ 51~ ~10 ~5 51t5 1~0 I.~ S 2~1 4.~ 3.7 M 4100 3~0 ~0 ~0 ~ 4~ 4~5 1~ 6 ~1 6~ ~ 92 ~ ~10 ~ ~ ~ ~ 4~ 1~ 7 12~1 5.~ 87 ~ 3~ ~ 4~ ~10 ~0 4~5 ~ 1.1~ 8 1~1 4~ 4.0 ~ ~ ~ ~S ~ ~ ~ ~7 2~ 9 1~1 5~ 4.4 ~ ~ ~0 ~ ~ M~ ~70 ~10 140 I0 ~t 4.~ 4.0 ~ 3~ 3~' ~ ~ ~ ~ ~8 210 1 11 ~1 5.~ 4.1 ~ ~ 3~ ~70 ~ 4~ ~85 4~ ~ 13 ~1 6~ 4.0 9t ~ 3~0 37~ ~ ~ ~ ~3 ~ 1 14 1~1 5.~ 4.3 89 ~ ~ ~ ~10 ~ 4~ ~ ~ 1.19 15 1~1 5.~ 4.1 ~ ~70 37~ ~ ~ ~ ~15 4~ ~0 1.31 16 ~I 5.~ S,0 93 3140 3130 31~ 41~ ~ ~0 ~18 ~0 1.~ 18 ~1 5.~ 4.7 83 3170 ~ ~35 ~70 ~ '~5 ~ 1~ 1.35 19 1~1 625 4.3 ~ ~ ~ ~10 ~10 ~ 5185 47~ ~ 1.33 21 .~1 5.~ 4.0 78 4170 4~ 4~ ~ 51~ 5~0 ~ 2~ ;25 ~ ~1 5.75 4,3 73 ~ ~70 ~5 ~ 4510 ~ ~ ~ .1~ 25 31~1 5,~ 4~ 70 ~70 3~ ~ 4~ 41~ 4~0 ~ ~ 1~1 ~ 0~t ~ 4.8 74 ~ ~ ~ ~ ~ ~ ~ 2~ ~ ~1 6.~ 3~ 75 ~ 31~ 31~ ~ 41~ 4015 4~ ~ ~ t2~1 4.~ 3,5 75 ~ ~70 ~ ~ ~20 4~5 4~7 110 4.89 4.1 86 3618 4594 MOD, DE'V. ACl 318.-5.3.1.2 REQ~JiREMENTS: ($.1) f~= I'c~. 1.34s (s.2) for = fc ~- 2.33s- 500 356 36O 4083 ~9~9 130 1.28 Lallimore Materials Company P.O. Box 556-McKinncy, Texas 75070-0556 (972) 221-4646. (972) 569-4646 v~vw. lrnctx.com LMC III MIX NC).: 38 DGS~N 8'/'R~NGTH: 3000 43 19-,k,1-01 4.50 3.5 89 3010 3010 3720 38g0 3805 44 19-Ju11-01 5.00 3.2 90 2960 . 2960 3730 3800 3765 45 26-Jun-01 6.00 1.2 70 3490 3490 4230 4300 4265 46 28..Ju~1 5.00 2.8 . 86 ~-KO 3550 G 4220 4375 47 20..Jufl,,01 4.50 4.0 · 90 3150 3150 4070 4110 ,4Q90 48 26,JUn-01 5.00 3.8 . 84 3210 3210 4100 3880 3995 49 26.Jun-01 5.00 2A 66 3200 3200 4t t0 4070 4090 50 28.Jun-01 6.50 2.8 88 3240 3240 3810 3~20 3865 51 27-Jun-01 3.00 3.6 85 2910 2910 4420 4070 4246 ~2 Z}'.JIZl-01 4.75 3.6 64 3080 3080 :3950 3740 3845 53 27,Jufl-01 5.00 4_0 84 2960 2960 3790 3830 3810 54 ZT-Jun-01 5.00 3.6 84 2960 2990 3790 3730 3760 55 27-Jun-01 5.00 3.0 88 2990 2990, 3790 3860 3826 .68 27~t~-01 4.50 $.8 87 3050 3050 4120 4250 4185 b'7 28-Jun-01 4.00 3.0 88 3910 39t0 4680 4780 4720 M 26,Jur~1 5.75 3.8 87 3700 3700 4320 ~ 4260 59 28-Jun..01 4.60 3.7 ~7 3070 3070 4250 4230 4240 O0 02-Jul-01 5.25 4.7 82 3150 3150 4110. 3920 4015 61 02-,kf,-01 4.60 4.9 82 3210 3210 39t0 4200 4055 82 02-,,k,4.01 5.50 5.2 87 2990 2990 3750 3~30 3690 63 02-Jul-01 5.00 5.1 85 3250 3250 4000 4140 4070 64 02-,k,4-01 5,26 5.3 86 2900 2:900 3770 ~ 3816 4.98* 3.4 63 AC1318-E.3.1.2 REQUIREI~=NTS: (5.1) t'cr=fc+ 1.34S (5.2) fcr= fc + 2.33.*. - 500 3016 4072 3287 3847 t70 3945 70 1 · 4135 310 123 ,4243, 40 1-30 41~3 210 1.Z~ 4~58 40 1.25 ~3 110 1.19 4067 35O 1.46 3965 210 3967 4O 1 3798 70 1~.6 4243 120 1.21 4388 120 1.15 4407 20 1 °38 '4172 190 1.27 4103 290 1.26 3~38 140 125 38~8 90 1.32 t43, . 1.a7 Lattimo~c Materials Company P.O. Box 556-McKinney, Tcx~ 75070-0556 (972) 221-4646 * (972) 569-4646 wwwJmcTx.¢om LMC Dat~ ~,.~--.- Air Tamp 7 Day . 7,0ay Ava. 2S Day 2 ~1 4~ a~ · ~ ~ ~ 3 ~1 ~.~ 3.~ 74 31~ 3~ 4 ~ 5.~ 42 7~ 2~ ~ 7 1~1 S.~ 85 ~ ~ ~50 9 1~L~1 5.~ 1,7 ~ 2~ 2~ 10 17~1 4.~ 3.3 ~ ~ ~0 11 17~1 3.~ 3,6 ~ ~ ~ ~0 ~t0 14 21~ 6,~ 3,4 ~ 2~ 2~ ~10 15 2t~t 5,76 3,6 ~ 3~ ~ ~50 4510 le 2t~ 5,~ 3.6 ~ ~ ~ ~ ~0 17 21~1 6.~ 3,6 ~ ~t0 ~10 ~0 19 ~1 ~ 4,5 79 ~ ~ ~ ~1 3.~ 2-4 ~ ~ ~ 21 2~ ~ 3.5 79 ~ ~ ~ ~' ~ ~1 6.~ 3.5 ~ ~ ~ ~ ~t 6~ 3.7 78 ~ ~ ~ 2~1 ~.~ 2.9 78 ~K ~ ~ 2~1 6,~ 3.5 ~ ~10 ~10 ~ ~1 ~ 4~ ~ ~ ~ ~ 4170 ~ 2~1 4.~ 3.5 ~ ~ ~ ~ ~0 ~ 2~1 3.75 3.4 ~ 25~ ~ 29 2~;1 6.~ 3.5 ~ 2810 2610 ~ ~1 5.M 3.4 83 ~ 25~ 37~ 3t ~1 4.60 32 85 ~ 2580 ~0 4240 ~ 01~q 3-~ 4.0 87 ~ ~0 ~ &180 33 ~1 4,00 3.2 87 2170 2170 3730 ~30 ~ 0~1 3,00 3.2 86 3530 3~ 36 ~1 4~0 2-8 ~ ~70 2~0 4~00 ~ ~J~l 5.~ 2.8 ~ 2~ ~ 4190 4100 37 ~1 3.00 3.0 ~ ~30 2930 4510 ~70 36 ~1 5_00 3-0 ~ ~10 '3610 39 t~u~t 4.75 3.0 89 ~90 33~ ~ 1~1 5_~ 3_1 ~ 31~ 31~ 41 l~Ju~l 4.75 2.8 89 3180 3180 3~ ~ 1~1 5.00 2,8 89 ~0 ~ Lattimorc lVlatcri~ Company P.O. Box 556-M~:Kinney, Texas 75070-0556 (972) 221-4646-(972) 569-4646 7.-2~ A'~, A~J3 Rmtae Gain' ~05 250 1.37 4tt5 70 3515 3712 ~0 1.12 ~0 ~38 1~ 1.32 4170 ~ ~ 1.~ ~15 ~52 70 1.43 ~ 41~ 1~ t.76 ~ 39~ ~10 3~ ~ 1.17 ~5 4~2 ~ 41~ 70 1.11 4~ 4~ 4~ 47~ 1~ 1~5 , 3~ ~ 70 1.67 ' ' ', .~ 3~ 4~7 30 ~5 ~ 410 1.~ : ...~; 4745 ~ 210 1~ '.~, 4076 ~t6 1~ 1.~ .~', 4115 ~ I~ 1.53 ~15 ~ 4155 250 1,58 3~ 4113 4~ 1.~ 40~ 4152 420 1.~ ~ ~. 2~ 1.81 ~ 39~ 100 1.70 ~ ~ 20 1 27 4~5 4078 70 1.52 41~ ~ 90 1.74 ~ 4233 40 1.53 4205 4~ ~ 1,16 40~ 4~2 ~0 1,21 3935 3955 70 1~4 3~ 38~ 1~ 1-~ ffiler e-Walczak. Inc. ~UC~ON MA~B~I~L~ E~NG REPORT NO:. R~i,O~T OF: FOR: DATE: LIqO2-3762flagg LatUmore Materials Valixls PmJects 7/8/02 ASTM C33, C117, C128, 075; 02419 SX~VE 3/8' #4 #8 SPEC2FZCAIZONS PERCENT PI:G--J:ENT pASS~G PASSZNG 97.4 9S-200 83.8 80~2~3Q 73.8 SQ-~S S9,2. 25-60 29.3 S-30 5.7 Q-~O FZNENESS MODULUS ~ 2.51 DRY RODDED UNZT WEZGflT " 12.3,1 ABSORBT'~ON : 0.40/0 /JmJ Curtis W.Hawk~ C.E.T. 6900 SO. Freeway. Suit~ A-I - Fort Worth. T~_..XOS 76134 Offtce (817) 293-0111 - Fax (817) 293-5644 CONSmUc E lerbee-Walczak, Inc. REPORT REI~RT DA~ METHOD: MATF. RT~ SOURCe: LMO2-37~lcxm~g 718102 ASTM C33, C~17, C127 & D75 11/2" 1" 1/2" #4 /00 96.1 4g.2 5.1 1.3 /IX) 95-,100 2S*-60 O-lO 0-5 Curtis W. Hawh 6q00 ,So. ~y, Suite A-1 - Fort Worlh. Texas 76134 Office (817) 2q3-0111. Fox (817) 293-5~44 Sika ® AEA-15 Entraining Admixture DESCRIPTION Sika AEA-;S admixture is a liquid solu- tmnof concentrate~ orge~ic materials. It h~ ~ ~u~ed and manu~red s~ffi~ally ~ provide slab~ ~d pre- dict~ air con~ in ~ncre~, uni~ air bubble s~cing ~roug~t the ~n~ele matrix. Si~ A~-15 ~ C-~ , and~OM-154 e~an~ c~e~e all achieve opamum entr~n~ ~r ~n- Air en~n~nt me~( e~c~ve pm~n~n ag~nst c~- c~ ~ling In ex~=~ ~mnmen~. ~ cl~s ~re fr~ ~ fre~ · ~ ~ ~e ~ncre~ sully. ~ enb~i~ s~ ~lp ~ prevent scaling by D~sege rates lot Sika AF.A-15 will typ~- (16 - ~ m~lOO be~n 4 and 6 ~t ~r. ~ten~ ma~ be o~a~ ~ i~{ng · e dosege rate. Combi~fi~ ~ o~r~, ~- in~x. ~ure ~ ~uired ~an~ ~r ~t~ ~IN ~ w~ a~ma~c dis~n~r e~i~t. wa~ or p~nse each admatum separately~nlo ~e PACIOIGING SiRa AEA-15 is ~upl~edin55 gallon [208 fltef) drums and bulk dalh~ery, STORaGE'AND SHE~LF L/FE Sik~ AEA-; $ should be stored at' above 35'F (2'C). ff frozen, thaw and agitate thoroughly te return t~ i~ normal state before use. She~f ~fe wflen s~3red in dry warehouse conditiom~ be'~ween 60'F and 80~ ( 10,,C. 27~:~)/~ I yam-minimum. Skln and eye Inttan l; avoid contscL The use cf NIOSH/MSHA a,opmved respirator, safety go~gtes and rubber gloves is rec- ommended. Awid brea~ 13'oduct. Use wi~ adequate ventilatto~. Remove con- tarninat~d clothing. Wash skin with soap and water. In cese of eye contact, flush with water to; 15 minuses; conlact e physician, Wash ololh- ing bef~e re-use. Contain and cotlect wi~h absorbent' ma- IcoaL state and federalregt~l]~ ~"I'M CER'I3FIC~ TION COLOR SPEC.~FICGRA VITY ~I~ C-260 AJr Entraining Admixturea 1 02,0,02 CHLORIDES % < 0.1 Plastocrete" 161 Water Reducing Admixture (Type A) DE~CR/PT/ON Plastocrefe 161 is S Dolymer-type water- reducing admixture, Ple, stoorete 161 contsins no chlorides, ~toctate 161 meet~ the fequire~3ts of ~,~-~"NI C-~94 Type .a, ~cl A,a,SHTO M 194 Type A. P~atocrete 161 ts recommended toruse in ~11 a~131ications where high q~it~ Ooncrel~ with supedor v~abJlity and m~al setting times is req~red. P~etOcre~e 161 w~ redu~ng ~x- ~e p~es an ~cal a~ highly e~c~ me~s of reducing ~e ~ ~xing wa~t redui~ ~ ~e c~ ~ e ~in s~mp ~ acting ~ a dia~ant for ~ ~nt p~c~s in Through this dispersing action more of the surface area of the cement particles is available ~or ~ hydration. The more oeme~t particles hydrated by ~t with the mixing water, the greater the c~mpresafve strength of the concrete. ADVANTAGE8 Plast~cret~ 161 ia formulated as a Type A water re<lucer to eJlow 7 - 10% water reduction and maximize the benefits of ie~oreaaed hydtatlo~ in both ~ ened and plastic sta~es. · improved p~ste quality makes oon- crate easier to pump and fini6h. · Cx~sistent normal setting times theough- out the recommended decreased pe~meat~lity end increased durability. PACKAGING Plastoorete 161 is supplied in 55 gallon (208 liter) drums and bulk delivenA STORAC~EAND~HELF-LIFE P!ask~crete 16t should be ~tored at above 35oF (2~C). If frozen, thaw and agitate ~:~ughly to return to nom~al ete~e t~efore Sheff life when ~ ~c~'ecl in d~y warehouse eondti~ns ~ SO'F aed 8o'F (1 o,C - 27~:~) ~ one yearminimum. Addition rates of 3 - 6 fi. ozJ10o lbs. {:195 - 390 mi/100 kg) of cement am mcom- mecded f~ g~na~J conem~e ep~icatte~ where ~'~rmal setting characteristics desired. PlaMocrete 161 isadded et the concrete plant Measure requimdquan~t~ or~y~.~. Add~ ~e ~d~e~r~ln~e~ ~ u~ ~ ~ ~o~a~ ~t~x~~. of NIO~HJ~I,.~I'iA appro~:l resplmter, safety goggles and mbl~er gloves is rac- ommended. Avoid I:,re~dhing produ',,-'t. Use with adequat~ ventilation. Remove con- ,'qRSTA/D Wa~l skin with acap asdwater. In oaseof contacts physician. Wash cto~lng befl3re C~EAN UP Contain and oofisctwtth absorbent mate- del. Dispose of ~ accordance with loc;al, state and federal regulations. A~TId CEIrlI~CA ~ ~ C-494 Type COLOR ~rown SPE~FICGRAVITY~/ml 1.17±005 pH >8 CHLORIDES ~ <0.1 Plastiment Water Reducing and F;~,rding' Admixture fType~ B & D) OE~-FII~ITON PlastJrnent is a watar.-~educing and ~ ~alci~ Chl~lde or ~y other inten- ti~N ~ded chlo~des. ~sfim~ ~la ~e r~ire~ntS Ot e~er hig~ ~uali~ concre~ ~th predic- ate a~ can~ol~a s~ ~ is desired. ~ ~{~k ~ ~ or ~1 · ~ pl~ ~e a su~r~r s~ ~sh ~ ~uimd. ~asa~n~ is highly effeofive In hot ~a~r con~ng to offset I~ ~cel- e~g ~c~ of ~h ~bient tempera- ~n, ~ncrete ~Aabli~ is e~anced ~ a ~dor ~oe fi~sh is obt~ned. ~ ~ ~ ~1 crec~. time ~ ~o~r pla~n~ and finish- ~ ~t c~d ~in~ In ~t ~t~r a~ ~li~S ~e~d ~N ~d ulti- mate, compressive and flexural · For flatwork applications Plastimant acts aa a finishing aid. workability is improved, bteed;ng is oontmlied and a superio~ sudaca finish ira obtained, Lower water cer~en! ratios provide decreased permeability and increased durability. PlasUrnent v, ofk$ effec, tlvely as a single admixture or Jn COmb~r~Uerl with other admixtures in U~ .~ka System. PACKAGING Pl&stiment is suppJied in 55 gallon (208 liter) drums and bulk delivery. STORAGE AND Plastiment should be stored at above 30'F {-1'C), If' frozen, thaw and agitate thoroughly to return to normal state before use. Shaft life when stored in cl~ w~.rehOuse condYle-ns between 50Opand 80*F'( 10-C- 27'C) is one year mini~d~n. Addition rates of 2 * 4 fl. ozJlOO lbs. (130-260 mLfl00 kg) cement are rec- ommendecltor general concrete applica- tions. Where extended retardation is requlred dosage may be tncreasecL Please contact your local Slka Representative for information and MIXING Add Plastlrne~t at the concrete plant. Measure required quanti~/ manualtyor by automated dlsper=~. Add into the sand at the welg~ ~ o~ into the water line at the bamh plant. When used in combl~atfo~ wRh other admixtures, care mutt be taken to dis- peruse each admixt~e separately into the mix. Oo rmt mix with dry cement. Skin and eye irritant; a~,~ld contact. The usa of NIOSHNSHA approved respira- tor, safety goggles and rubber gloves is re~ded. Avoid brea~Nng product. Use with adequate ventilation. Remove comaminated clothing. F/'RST~/O Wash skin with soap and water. In case of eye contact, flush with water for 15 minutes; contact a physician. Wash cloth- ing before ne-use. CLEA,VUP Ccx3taln and collaot with abr:,c~'bent mate- rial. Dispose otin aoco~danoe with IooaL s~;ate and federal regula~.qs. ASTM CERT/F/C~ T/ON COLOR ASTM C-494 Types B and D Yellow/Green SPECIFICGRAVITY~I 1.18 ~: 0.5 pH · 8 CHLORIDES % < O. 1 Hov 13 02 03:38p Sales 817-835-4035 330J1504 Cement: Fly Ash Fine Aggregate: Water Reducer. Air Entraining Agent: North Texas ISG MadJn Marietta Hanson Materials Master Builders 322N Master Buildem AE90 ASTM C150 Type 1/11 ASTM C618 Class C ASTM C33 - #57LS ASTM C33 - Concrete Sand ASTM C494 Type A ASTM C260 Cement, lbs: 470 Fly Ash, lbs: 0 Coarse Agg, lbs: 1850 Fine Agg, lbs: 1348 Water Reducer, oz: 14.1 AEA, oz 2 Water, gal 31 Water, lbs: 258.23 wlc ratio: Slump Range, in: Air Range, %: Unit Weight, Ib/ft~3 0.55 3-5 3-6 145.34 Our concrete strength guarantee per ASTM C94 will not be effective unless the field sampling has been done per ASTM C172 and ASTM C31 and the laboratot7 testing fully complies with ASTM C39 and ASTM C1077. Im lm,l,mmp, LL TemmalSm'de# MamaJm' ~ov ]3 02 03:39p 81'7-835-40:35 po3 CONCRETE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O 21 22 23 24 25 26 27 28 29 3O Trait mrm TmH[t gem A[r 82 87 4.50 3.7 4~ 84 85 4.~ 3.4 2570 75 ~ 5.~ 4.6 41~ 87 ~ 5.00 3.5 88 83 4.~ 3.2 4~0 61 65 5.~ 3,5 ~ 90 3.~ 4.0 75 78 4.25 3.2 ~20 ~ 89 4.00 4.8 27~ 4.0 3~ 66 75 3,00 3.1 3920 83 80 5.00 4.1 27~ 92 80 5.50 4.0 ~10 ~ 80 3.~ 2.6 ~ 85 3.~ 2,1 76 76 3.50 4.8 77 79 4.00 4.4 3290 76 75 5.50 4.9 76 75 4.~ 4.5 3810 76 ~ 5.00 4.8 ~70 85 ~ 4.75 3.5 2820 75 78 7.00 4.0 24~ 75 79 8.~ 4.5 2~ 79 81 8.~ 4.5 24~ 67 74 5.75 4.8 3925 71 74 5.50 5.1 3275 69 75 5.50 5.0 2~5 87 71 6.~ 4.8 2780 72 82 5.~ 4.5 62 67 5.50 4.2 ~35 77 79 4.92 4.07 3~9 ~~ 824 ~A~r~ 4106 4115 5330 4485 5410 5230 4~5 4~0 3690 5~0 ~15 5540 563O 5110 41~ 5050 4110 ~15 31~ 348O 3125 4~5 3870 ~10 ~?0 4~0 4813 J~: 340L1504 us_ I CONCRETE 4000 Cement: Fly Ash Coarse Aggregate: Fine Aggregate: Water Reducer: Air Entraining Agent: North Texas ISG Marlin Marietta Beall Concrete Master Builders 322N Master Builders AE90 ASTM C150 Ty~e 1/11 ASTM C618 Class C ASTM C33 - #57LS ASTM C33 - Concrete Sand ASTM C494 Type A ASTM C260 Satxrated Surfaee Iry Wights, per allt yard Cement, lbs: 564 Fly Ash, lbs: 0 Coarse Agg, lbs: 1850 Fine Agg, lbs: 1288 Water Reducer, oz: 16.9 AEA, oz 2 Water, gal 31 Water, lbs: 258.23 w/c ratio: Slump Range, in: Air Range, %: Unit Weight, lb/fi^3 0.46 3-5 3-6 146.68 Our concrete strength guarantee per ASTM C94 will not be effective unless the field sampling has been done per ASTM C172 and ASTM C31 and the laboratory testing fully complies with ASTM C39 and ASTM C1077. ~l~tt T/tfrttmlMI]l[fr ~m Entirp4~t Lll Tim llliJl a klllrtlBilt for 22 02 04: llp Sales 817-835-4035 p.3 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3O US l 74 78 3.00 5180 6290 85 89 5.00 5.3 4830 5570 86 89 4.00 5.4 4635 5460 85 87 5.00 5.3 4660 5360 85 87 5.00 5.3 4655 5355 85 89 4.50 5.3 4825 5570 86 89 5.00 5.4 4640 5460 83 87 4.50 5.3 32~ 5110 83 87 4.50 5.3 3260 5105 78 91 5.00 4450 485~ 86 94 5.00 4.4 4075 51~5 79 94 8.25 5.0 4155 4820 92 G5 4.50 4.1 3740 5205 80 94 5.50 4.2 4040 4735 80 95 600 3875 4670 82 95 6.00 3635 4420 86 90 5.50 4.6 3;*00 4460 82 92 6.00 4.3 3805 4925 89 85 4.25 473O 5300 74 76 4~50 5.3 4990 5740 74 76 5.00 5.3 4985 5740 53 63 6.00 4.6 3870 5055 71 73 5.00 4.4 3720 4565 78 76 6.00 3320 4555 74 76 &O0 3715 484O 64 69 3.75 4295 51~5 49 64 3.00 4600 5345 54 64 4.25 4100 53g~ 67 68 400 3.7 ,~480 5770 55 65 5.75 5.0 4360 5595 77 83 4.96 4.88 4220 5186 IIm{ImJ~ ,Jla'mil Jll,~lJ[ fi,,,:. 4597