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Securelock-SP040305 Sent By: SOUTHERN STAR CONCRETEj 817 625 5580j Feb-16-04 2:25PI,,Ij Page 2 CONCRETE ~T BE SAMP~ ~=n PER A~I'~ c. 7'EST SPECtMEf~ 18U~T ~E. MADE AND CURED PER ASTM C . 31. :LY ASH WATER 0 ~. C.A. 1~10 - L.BS. 0 LBS. ¢.A. 0 LBS. ~ 0 1347 LBI. ~AND ,0 LB~. 8AND O I. BS. LT. WT. WATER PUEASE SEND THE TEST RE~JUL T~ FROM THIS PROJECT TO THE QUAUTY CONTROL DEPAR'rIgEN'r. IFIUALITY CONTROl. DEPARTMENT 81NGI. ETON BLVD. LLAS, TEX~I~ 'T~12 L: ~z~4) ~-~o~o Sent By: SOUTHERN STAR CONCRETEj 817 625 5580j Feb-16-04 2:25PM; Rage 3 h'vlng, TeXal 7.5~ U.S.A. Tm: (0';'2) 621.0346 F~x:(4"lT) 466-13~}' FORMAL MIX DESIGN FOR READY MIX CONCRET'E CONCRETE MUST BE ~AMPLED P~R ASTM c . 172. TEST ~ I~JST ~E MADE AND CURED I~rt AST~ c . 3f* ~'EMENT FLY ASH WATER A~TM C - 1~0 TYPE ASTM C - G18 TYPE ASTM C.aa ASTN C .aa A&TM C-aa A~TM C - ,33 ASTM C .aa ASTM C -aa 'C' 4?0 I.B~. CEMENT 0 L.BS, FLY ASH 0 LBg. *---'b---- LBS. C.A, 0 LB~. CA. 0 t4~8 LB~. &a, NO 0 LBS, 8A, ND ASTM C - 330 A~TM C - #4 TYPE A OR 0 14.1 A~TM C. 494 TYPE "'--'~"'' (MtD) 0 A~TM C - 404 '"ILg"~[~"'~'"' (H~GH) 0 ASTM C - ~0 ~ 0 0 LB~, LT. WT. ~ L~.WATER PLEASE $~ THE TEST RESUL TS FROM TH~S PROJECT TO THE QUALIFY CONTROL D~P~. ~QUALJTY CONTROL DEPARTMEN ¥ ! ~QUAJ-~.~OL~ ' j,s~4o 61NGLETON BLVD. !TEL: (214) '61't020 ~l,~l~l~ Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Feb-16-04 2;26PMj Page 4 South4m 8tm' GMm~t~, 8505 Fm'elx~t Pl~vy N, Pax:(41~ 44G.13B? FORMAL MIX DESIGN FOR READy MIX CONCRETE CONCRETE MUST BE SAMPLED PER A$TM C - 172, ~EMENT A~TM C - 150 TYPE I ,t FLY ~ A,ITM C - 618 TYPE 'C' ¢~ A~REGAI'~ COAR,~E AGGREGATE CoAIq~te AGGREGATE 0OAR~E AGGREGATE 0OAR~E A~OREGATE qNE A~W;LE(~ATE =INE AO~RE(]ATE LJOHTWE~HT AGGREGATE ADMIXTURE ~l~,tx*rtmE 0 I.B~FLYA~H Al'TM C - 33 3M" 0 A.t'TM (~ - 33 I' 1640 ASTM C -33 "' '1 l/Z" 0 ~ C,A. A~TM C - 33 ~AND ~ ~ SAND A~TM C- ~3 8AND NATER A~TM C - 330 0 LI~. LT. WT, A~TM C ,, #4 TYPE A OR D l~.g OZ. ADMIX. AS?M C .4~4 T'YP~ ' 'A (MID) 0 0:;' ADMIX. AC*tM C - #4 ~ (H~H) 0 OZ. ~ A~TM C - Z~O AEA ' 3.1' PLEASE SEND THE TEST RESUL T~ MOM THIS PROJECT TO THE QUAUTY CONTROL OE)~ARTMF, NT. IF.QUAUTY CON'TF~'L DEPARTMENT 240 84NGLETON BLVD. LLA~, TEXA~ T~12 (214) $$1-e020 TEl.: (~IT} ~-ei~O Sent By: SOdTHERN STAR CONCRETE; 817 625 5580; Feb-16-04 2:26PM; Page 5 MLx No.: 9363 Agg. SiZe: Cement: ~1 I~. Fly Ash: -lb. Coarse Aggregete: Coarse Aggregate: lb. Fl~leAggregate: "'"'"~1h. Fine Aggregate: lb. Admb<tum: ~oz. Admixture: oz, AEA: $,7 oz. Water:. 2~2 lb. 8outhem Star Concrete, Inc. Contractor: Various Lab: ,va~lous Stander Deviation: 519 Average Strength: ~ ACl 5.3.2.1 Reo, ulr~ average s~rength. ~ ~ .~LUMP 0/17/2003 58 5 6/18,2003 94 4,5 6/19/2003 9O 2 6/19/2003 85 4.75 6/23/20O3 08 4.75 6/25/'2003 89 3.25 e~,~O03 57 3 6/27/2003 84 1 ~/27/2003 89 3.5 6/30/2003 94 2.5 7/1/2003 90 1.5 7/2/2003 90 2,5 7/3/2003 92 2 7/7/2003 88 1 7/23/2003 94 2 7/25/2003 9O 7/28,'2003 93 · 20/2003 84 1.75 5/21/2003 63 3 8/ZZ/2003 53 1.25 6/29/2003 83 2 9/2/2~3 84 2 9/3/2003 90 3 9/4/2003 89 I 9/5/2O03 88 2 9/8/2003 80 9/g/2003 85 1,25 9/10/2003 65 1.5 9/11/2003 84 1 11/25/2003 93 4.5 12J3/2003 79 4 4390 3670 40~0 4340 3740 4180 4930 4150 4520 3760 36~0 4470 44~0 4240 5410 39~0 4740 44~0 4320 6140 4460 4700 436O 4700 3740 36O0 4390 3370 40e0 4340 3740 419O 4930 4150 4520 37~0 3~6O 4470 446O 4240 5410 3950 4740 4450 5140 47~0 43e0 4700 3570 28 Day 3 Con~ec, utlv. 5320 526O 5300 6150 4970 4950 4~0 5333 4610 4650 4630 453 5250 54O0 5325 4972 476O 4m40 4700 4085 4950 48O0 4075 49e7 5~20 5090 57~, $110 466O 4890 466O 5107 4610 4510 456O 4645 4560 4610 45~5 4610 5730 5770 5750 4~65 5430 5470 5450 5262 ~620 557O 5395 $89~ 6330 833O 833O $792 4,9OO 5010 4655 ~27 5770 6O60 5015 5733 5290 6310 5300 5190 5~0 6060 6020 5745 58OO 556O 5740 See7 5280 524O 6200 5673 6730 55e0 565,5 5552 6170 52~0 $22.~ 5360 5140 5100 5120 5333 4980 504O 5010 6115 5520 5490 5505 5212 6200 5140 6170 62,2.8 5610 5740 5676 5450 6210 6350 6280 5708 4970 4~0 4968 5640 4670 4990 4930 5391.~6667 Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Feb-16-04 2:26PM; Page 5 Mix NO.: 9330 s ength: A00, Size: _--=""'"~11---- Cement: 470 lb. Fly Ash: Co.rse Aggregate: coarse Aggregate: lb. ~hne ~m~ate: __ ~MT lb. Fine Aggregate: lb. Admixture; ~4."1 oz. A~lm~um: -oz. AEA: $ oz. Water: 2,62 lb. Southern S~r concrete, Inc. Contractor: VARIOUS gob: VARIOU~ L b: v^mous'" Standard Deviation: Averege Strength: ACI 5.3:2.1 F~equlr~l 8verage atreflgth. (1) 419,1 (2) 3/28/2003 61 6 4/9/2003 04 6 4/9/20O3 84 6. S 4/9/2003 61 6.$ 4/9/20O3 54 5 4/15/2003 76 5 4/1 ,,~2003 74 6.12 4/15/2003 74 5 4/21/2003 ~ 4.5 4/22./2003 76 6 4/22/2OO3 75 4/22/2003 73 6 4/29/2003 75 5.25 5/5/2003 75 4.5 5/8¢2003 89 4 5/13/2003 80 6 6/3/2003 95 6/10/2003 90 4.6 6/18/2003 64 5 7/1/2003 77 4.75 7/21/2003 90 4 6/I/'2003 9~ 4.5 8/8,/2003 86 5.26 8/16/2003 05 5 10/15/2003 78 4 11/26/2003 71 3 12/4/2003 58 3.5 12/~/2003 89 t2/12./'2003 76 5 12/12/2003 75 8 12/30/2003 58 4 25 Day 3 Cen$e<3ut 2870 2870 3870 3760 3825 4450 3250 3280 4490 4280 43~ 4435 2600 2600 3690 3720 3705 3972 2510 2510 3900 3850 3380 3990 3980 39~0 4760 ,6020 4590 415~ 3200 3200 4050 4250 4150 4307 3370 3370 3870 4020 3945 432.5 2550 2550 3600 3790 36'95 3930 3280 32,80 31)10 3930 3620 3853 3150 3180 4530 4200 4365 3993 3070 3070 3930 4060 3~95 4093 30~0 3090 3~70 4(360 396E, 410~ 2600 2600 3770 3640 3705 3088 3610 3310 4360 4540 4450 4040 2510 3280 4280 4270 4275 4143 3620 3620 5590 5740 5565 4707 3450 3450 4830 4460 4545 4826 3210 3210 4310 4470 4390 4807 3500 3500 4260 4420 4340 4425 3100 3100 4340 4310 4326 4352 3120 3120 4440 4620 4530 4398 3000 3060 4390 4670 4530 4462 3330 3330 4030 406O 4040 4368 2970 2970 3660 3550 3570 4o48 3390 3390 4070 3910 3990 3888 3450 3450 5000 4860 4945 418~ 3140 3140 4340 4310 4325 4420 3730 3730 4700 4760 4730 4~7 2800 2600 4100 4290 419~ 4417 3520 3520 4860 4400 4~qO 4485 4690 4590 5820 5790 5805 4843 Sent By: SOdJHER,N SlAB CONCRETE; ~I, 625 b580; Feb-15-04 2:2?PM; Page 7,1~ Mix No.: g337 Agg. Size: Cement: 470 lb, Fly Ash: · lb. Coarse Aggt~gme: I~. OZ. Adm~um: ~o~ 8out~Sla~Concrete, lnc. Contrm~or: various Job: various Lab: vartoos Stand~l Deviation: Average Str~; ~ ^CI 5.3.2.1 IRequtm~ ev~tge,,~h. 8/9/2003 74 5 4250 4250 4970 4790 6/20/2003 85 5.5 2970 2970 4240 4480 8/20/2003 M 5 2~00 2800 4430 4340 9/20/2003 07 4.5 3300 3300 4170 4300 6/3O/2O03 95 e 2~40 2~40 3~20 34o0 7/1/2003 91 9 2390 2~90 4010 42.20 7/2/2003 90 8 3290 3290 4010 4320 7/2/2003 93 5.,5 3590 3~,90 4310 4390 7/2,'2003 89 5 ~ 3&~O 50~0 5050 7/7/2O03 88 S 38~0 3e~0 4~40 450O 7/1112003 86 S 3710 3710 4980 50t0 7/11/2003 88 4.5 3740 3740 5020 4930 ~/14/2003 90 3.75 3570 3570 4990 5060 ~/28/2003 ~ 5 3430 3430 4120 4110 8/29/2003 go 5.25 4070 4070 4760 4830 9/4/2003 85 6 3400 3400 4550 4510 9/5/2003 88 6.25 3170 3170 3820 3~40 9/&/2003 84 5.5 4010 4010 4710 4~10 9/~/2003 87 5 39~0 39~0 5430 5550 9/9/2003 81 9 354.0 3540 4320 4390 9/10/2003 80 5.5 3090 3890 4550 4570 9/11/2003 80 $.$ 4400 4400 5820 5710 9/16/2003 81 S 4570 4570 5400 ,5280 9/17/2003 82 $.$ 3470 3470 4910 4830 g/22/2003 80 6.75 32e0 32~0 456O 453O 9/25/20O3 87 5 3210 3210 4490 4,510 t1/13/2003 72 S 42~0 42~0 $560 8580 10/24/2003 80 4 3000 3000 3850 3900 10/24/2003 79 5 30~0 3040 3730 3850 10"24/2003 84 S 266O 2660 3480 3550 10/24/2003 83 4.5 3030 3030 3750 3070 2~ Day 3 Cor~.~ecutive 4~0 4~0 4~5 43~ ~10 4~ 4115 3~3 41 e5 3~0 43~ 4210 ~70 4~ 4873 4975 ~7 ~ 4~7 4115 4703 47~ ~2 45~ ~78 3~ ~ 4~7 ~0~ 481 4910 ~70 53~ 4595 4~ 4~ 5570 3875 ~12 3515 3~7 3710 ~72 Sent By; SOUTHERN sfas CONCRE1E~ 817 625 5580; F~: (~1) 41~-t~7 Feb-t6 04 2,2 :,st,',~ Page INITIAL DRY _°:'.'.~'.".LE ~%~;~HT: ~10 WT. OF 8AMPLE AFTER WASHING: ~ G~M8 PERCENT MATERIAL FINER THAN NO. ~00 SIEVE; -- 0.31 SIEVE NO. W~IGHT INDIVIDU~ 'IOTA/. TOTAL A~ITM G-33 IMETAINED4,.B6. % RETA/NED % RET?~N-"D % P*,,~.~.~;'~.3 8PEG, 1 ~1/4" 0 0.0 0,0 ~00,0 f-1/2" 0 0.0 0,0 100.0 ,100% ~/4" ?.11 16,3 ~.0 ~.O 1/2" 13.~ 31.3 ~t.$ 4~.;' ~ 3/8" 9.24 ~1.1 7'2,4 27.6 qO. 4 10.~4 ~L8 8?.2 ~.8 ~-10~ NO.8 0.~0 t ." tg,0 ~ ,0 0-~% PAN 0,42 TOTAL 43.1'4 SPECIFIC GRAVITY AND ABSa3RBTION WEIGHT OF OVEN DRY 8AMPL.E IN/UR (A) WEIGHT OF $$D ~,,MPLE IN AIR (B) ' WEIGHT OF 88D SAMPLE IN WATER(G) SPECIFIC GRAVITY (~,8.D,) = B/B-C == - ABSORPTION -B-A/A · 100 GI~.MS TESTED BY: ,. DATE Sent By: SOdihERN SIAH CONCRETE; 817 625 5580j 5outhe~ ~t~r Coa~, ~; F~ ;~ N. ~ ~g, TI~ F~: (~1) 417-1~ FED-16 04 2;27PM; Page FINE AGGREGATE ANAL Y$I$ REPORT PERGENT MATEI~L FINER THAN NO. 2g~ BAND EQUWALENT: S:'2 CIRAM8 0.38 % 136.' ) R~E~ ' % R~ % R~ % ~ ~. ~O. 4 1.1 03 0~ ~J ~1~ :NO., ~.1 I.S LI ~.l ~ NO. 16 121.~ ~.6 ~6 HA ~ NO. 30 1S2,e 31A 67.0 ~,0 t~ ~- ~ 103.5 21.3 M.3 11.7 1~ NO, 2~ o.o 0,0 o.o 1.~ P~ 8.0 F.M.= ~ TOT~ ~6,7 vv~a ........ ~PEC/FlC <)RAvrrY AND _a"'_~ORBTa3N n ~ ur I'f~NOMETER + 8AMPLE + WATER (A) - WEJGHT OF PYCNOMETER + WATER (B) - WEI<~'ff OF OVEN DRY 8AMPLE IN AJR (C). ....... GRAVITY ($.$.D.) - S00/B + SO0 - A · ABSORPTION "SO0-C/C · ?LSTED BY:_ DATE:__ 5ent icy: 5<~d;~b~N SiAH CONCREIE; ~t? 625 bbDu; T~{u~al 5erviete l;;~trc: C-127 Balk $p~tik Orivl~', SSD 2.671 C-127 AI~ 0,l C-29 Vot~ ~ ~ ~ C-123 ~ We~t P~, 0,01 Sent By: SOJTHERN STAR CONCRETEj 817 625 5580; Fe0-16-04 ~ ~ ~NT COMP~Udy POIIox ~ Mldloelim, 'Ix, ~ 2:28PM; C"hm~'dC~l,I T~,~i (C-114) P.$,l, 7Ply Sent By: SOUTHERN STAR CONCRETEI 8~7 625 5580~ Feb-16-04 2:28PM~ Page 12,,'18 MATERIAL SAF~T~ DATA SHEET. _DATE OF PI~-.FARA~IC~. 28 May, 1997 TI : . SECTION FOUR- REACTIVITY DATA Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Feb-16-04 2;29PM; Page 13,,18 ,SEC~ION FIVE FIRE AND EXPLOSION DATA SECTION SIx_ - ~mALTH Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Feb-16-04 2:29PM; Page 14,!8 _SECTION SEVEN - PERSO _N~T. PROTECTION C_ONTROLS ~ 1'~O~ -~T~ Z,Z~LT, I ]~Ct:Zm~ Gm ~ Z,X~ZX,Z 'Z~ IXtmZO AX 8~m. - 'mx o1' 8 -G,/E.1, A )TXO~ / m SECTION EIGHT - O,Tm~_.R p1;~__MTTiON,~ SECTION NINE N~D MIXTU~S AVAXLABLE UPON REQUEST FRON PIO;4EER, OR FROM TBE ADD MIXTURE COl'CReTe aDmIXTUReS ~ by D~REX AEA--In me m~,tar pflaa~ of the Concrete Products ,...,.~ IJ a t (3 $ h · e t WRDAi wiih Hycol' Adyanlages be red.ced u~ ~o Sent By: SOUFHERN S]AH CONCHE[E; 817 625 5580; Feb-16-04 2:31PM; Pass 1~ 1~ concrete aDmixTuRes DESCRIPTION: DARA~De -17 acknixture ~ a mady4o, uee a~ueoue Ioluflon of hydro~T~te~ organic ~ompoundl, Iflgm- dlanla am factory prlm~ed In exact pec~oll~ona to minimize hen~ng, e~r~nlte m~l~l~ and guele- DARATARD.17 reterdl the ~al and final ~lt of con- cr~l. N the u~ ~d~n In~ lust ~, ~e~, vixen or ~mpl~0n U~, ~0h ~ In · ~n~ MIx ~ ~ ~n~ bridge d~ where WATER REDUCING PROPEFrrlE~: Along with act retardation, DARATARO.17 provk~es water reduction (lyploaJly 8 to 10%) In a concrete mix, Th~a wmr reducing action of DARATAR[)-17 pro- dUCal greater plaaliclly and workabaity in the frelh concte~ end the ~blngth and pem~lbHlly of the hatd~-.~ concrete am ~urebly improved, DARA- TARD-17 I$ designed for tim on jobs where h~gh temperatures or extended eeffing times are the l~lme fanto~, it I; recommended only when the prima~ purpose is to delay and oontro~ the letlthg tlme of concrete. When time and temperature are n~ rn~or considerations, W.R. Grace & C~x'a water reducing admixtures such aa WRDA® with HYCOL'"ahoula be used, COMPA'rlBILITY WITH OTHER ADMIXTURES: DARATARD.17 I~ c~-:-~pallbte in concteee with ii~ ¢om- mamlaJ aJr entraining admixtures, such aB DARA- VAIRe. Due to the slight air entmJnlng properties of DARATARD-17, Itlelf, the addition rets of DARAVAIR may be reduced by about 25%. By combining the ~eparla ~ of ak enlr~nmenl and dl~p~llon, the wate~ requirement of ~ may be mauce~ up to 15%, EACH ADMIXTURE SHOULD BE ADD* ED SEPARATELY. ADDITION RATES: A~dttto~ ratel lo~ DARATARD-17 will range from 2 to 4 fluid ou~ce~ per 100 II)l. of cement. The mum tJon requimcl uflder Job cotillions. Longer N, ffJng :..m.e~ or htg~_e? temberatume will require hlg~e~ ad- for shotler e~tentlone of time. DISPENSING EQUIPMENT: A oOmplete line of ac=curate, automatic eq~pme~ 18 av~Wa. DARATA~D*~ m~ be dueed to the mix with the llnd o~ wffh the PACKAGING: DARATARD.17 la avela~la In buff(, dMNemd by metered tank true~, an~ SS.ga/left arums, it ~atna no flamma~e Ingredlar~. DARATARD.17 WILL FRE~ _:~:_ AT ABOUT 2B'F, BUT WILL RETURN TO FULL ~I'RENGTH AFTER THAWING AND THOR. OUGH AG/TATION. ARCHITEC~' SPECIFICATION FOR CONCRETE RETARDING ADMIXTURE: Concrete eha~l Stendarcl Reoomme~ed Prance tot Se~cflng Pro- pomona for Corn:rets (ACI 211.1.81). The ee~ r~ardfng/wlter redueJng admlxtum comity with ASTM De~igna~n C-484, mixture, ~nd N'mJl be DARATARD-17, a~ manufac- tured by the ConMtucflon Product~ I~vLflon of W,R. Grace & Co,, or equ&i, Cerflflcal{on of cofllt~lar~e shaft be made av~la~e on request, it In str~ accordance with the menufacttirer'a recommendations. The add.on rate eha~l be a~Juel~ Io pro~u~e the sl~clfle~ rate.etlon of the concrete mLx al aH tern- , Conduction ~roduc'fa