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Northlake 635(3)-LR 980106JAN-06 98 11:24 FROM:POTTER CONCRETE 2146891066 T0:81758996 Pioneer Concm~ ~ Te~, Ino. DMla=, Te~. ~5212 CofltrGictor: Project: Potter Concrete Co., inc. Coppell Bu~inles Park MIX SPECIFICATIONS: Mix Deeign # Strength ,3~00p~ Slump: ~" Mmr. w~c Rs.o: '" $35~(eausick) w/cRa, o: ~ (LM.b) M~lmum Tem~um: ~ Co~ mu~t be e,~ ~ AS~ C-17~ T~t epe~l~n, muat be m~e ane c~ ~r ASTM C-31. MATERIALS Cement Fly Coarse Aggregate Coarse Aggregate Lightweight Fine Aggregate Fine Aggregate Admixture Admixture Admixture Admixture ASTM STANDARDS ASTM C-150 Type I ASTM ~818 Type A81'M 0-33 #~? 1" ASTM A~I'M C-330 Aa'I"M C-~3 ASTM C.33 AS'm C-4~ Ty~ A or D ASTM C-494 Type I ASTM ~Z60 Wmr $; 37 WEK PAGE: 02 )HT8 470 Ib~. Cement lbs. Fly AM1 M01bt C.A. lbs. C.A. I1~1. Lt, Wt, lb~, 8and Ibl. 8artd oz. Admix oz. Admix oz. AEA lbs. Water Quality Control Dep~rtmertt O ity Control Manager Dallas, Texas 75212 Phone: (2~4) 851-6020 Fax: (214) 6~1~1810 Fqel~e lend the telt relultl from thio job to the Quality Control Del)ir ~lent. JAN-06 98 11:24 FROM: POTTER CONCRETE Mix NQ.: g337 Strength: .d~G. 81,~e: 1~'' ' Cement: 470 lb. FlyA~h: ' - _ _lb. Collide A~gro~lte: 1114~ lb. Co4rm~ A~gregll~: .... lb. Fine AOOmg~e'. ~lb. Fine Aggn)olta: ID, Admixture: 14.1 Admixture: AEA: oz. 2146891066 P' ,L L.If~c.I~J~ Pioneer CM)alle of Texl~, Inc, Contr~lor: Vedoul TO:8175899~ 81.mJin3 DeviMk)n: ~Jl ACI S,$.2.1 Re~utrm:l everl(W I It) m7 Date ~ 81umo 7 nay ~ ~ 8/16(97 92 5 4000 1670 4410 4740 4876 0/17/07 ~2 S.2S ~O ~70 41~ 4~ 4~ M17M7 02 O 3~0 ~70 MM 4~ 47~ W17a7 es $ ~0 3~0 ~ ~1~7 ag 4.7~ 3~ ~Q 47~ 4~ 4~ ~7 83 5.5 ~ 4170 S~0 ~0 ~7 ~ 5.25 4110 ~0 4~0 47~0 ~7 82 ~,~ 37~ ~0 ~10 ~7 ~ S.5 ~70 3~0 ~0 47~ 4~ ~7 95 5 ~ ~10 4M0 6110 SO~ 1~1~7 ~ 5 ~10 4710 ~ S~O 5310 1~1~7 eS ~ ~ 4110 4~10 47~0 M20 1~1~7 82 8.5 ~ ~ ~ 1~7 03 5.5 4030 ~70 ~ 47~ 1~7 ~ 6.5 ~O 35~ 4370 41~ 1~7 ~ 5,75 ~80 ~80 41~ 42~ 4~0 1~7 ~ 6 ~0 ~ 47~ ~ ~t0 1~1~7 83 5 · 4370 4~30 ~0 1~1~7 M 5.75 ~0 ~ 1~1~7 ~ 6.5 ~70 ~70 4~ 1~ M 6.5 41~ 3~70 ~90 4~ 1 ~7 ~ 6 ~ 30~ 49~ 47~ 1 ~7~7 ~ 5.75 3~ ~ 4~ ~10 4746 1~7 78 4 ~30 3270 47~ 1~1~7 79 3,5 ~70 2MO 4110 11~7 aa $.5 37~ ~ 51~ 11t~7 68 6 ~30 3MO ~70 4~ 4~ 11/~7 67 6 40~ 41~ 4~ 4~ 481 111~7 70 S ~I0 ~ ~0 5110 ~75 trength. 44O2 4437 4S43 46O2 472~ 48Q0 4762 4077 4gM 4067 ,4616 4747 4405 4300 4L'12 4753 4827 476~ 4~ 4eSO 4726 4~ PAGE:03 JAN-06 98 11:84 ~1IU5/1~98 FROM:POTTER CONCRETE 8146891066 TO: 81758ggG 12: ~b 'Zl4-b~l-1 ~1~ Pioneer Conorete ~ Texm~, 1nc. 2~ 8ln~n Boule~rd Contractor: Potter C~)ncmte Co., Ina. Project: Coppell Bu.inel~ Park MIX._$PECIFICATIONII: Mix Design # ~: Strength _4~00 $1ump:_~" Max. Air w/c Rmto: 8,81 (Gal/,~ack) w/c R~o: M~mum T~um; Concrete mu.t he--pied IXr A~TM C-172. Teat Ipeclmen$ mu~t be made ind Gumd per ASTM C-31. MATERIALS Cement Fly ABh Cosine Aggregate Coarse Aggregate Lightweight Fine Aggregate Fine Aggregate Admixture Admixture Aclmixtum Admixture Water ASTM STANDARDS ASTM C-1~0 TyPe _ I ASTM C,-618 Type A8TId C-33 ASTM C-33 #$7 1" ASTM C.S~0 ASTM G-33 ASTM G-33 ASTM C-494 Type ASTM C-4~4 Type A~ITM AorD Quality Control Department 240 Singleton Blvd. Dalla., Texas 75212 Phone: (214) 6&l.a020 Fax: (214) 661-1810 IHTS ~17 ibc. Cement IbB. Fly AIh I'1140 Ibll. C.A. [ lira. C.A lb,. Lt. Wt 44ll Ibl. Sand lbs. $11nd le.~ oz. Admix ZM I1~. Wate~ /~~ ~ hty Control Mana~gqr] (~.ry C paP-r;i~ "' PAGE: 04 PA~E 84 Pleses tend the test result, from thl. Job to the Quality Control Deplr Iment.' JAN-06 98 11:84 FROM:POTTER CONCRETE Mix No.: 9349 A0g Size: 1' CemfJfll: 6t? lb. Coi~e A00mlMe: 1MO lb. Coarse AOOm0ate: " la. Fine Aggregate: 144~-Ib. Fine AggroOate: la. Admixture: lii,8 oz. Admixture: oz. AEA: ...... oz. Water. ~ lb. 8146891066 T0:8175899~ Pioneer Concrete of Texas, loc. Conlre~tor. Various Job: Vlrlo01 1.sb: Vldous Stnmard Deviation: Average Stmflgth.' ACl 5.3.2.1 Rd~luinM:l average ~, / PAGE:05 ~ O~ ~/1/97 03 ii 4400 4e40 4780 4700 8/4/07 02 5.5 4550 8180 5270 8228 8/4/07 02 4.5 4800 4800 SO/O 8020 8848 8/S/97 04 ii 5230 6;280 6260 0270 8/6/07 03 S 4120 5000 5180 5125 8/0/07 88 4.5 4320 4890 4920 4008 0/~/97 90 6 4210 4770 4~2D 4703 ~7 90 5.78 ~70 4510 ~0 ~6/97 90 5.5 4170 4920 4~0 4055 8/1 ~/97 92 5.78 41 5O ~2~0 5320 $5O0 8/1~/~7 92 5.75 44~0 MIO 5440 6425 I¥1~d07 03 5.75 4110 4340 5080 6/19/97 92 8.$ 3950 3840 6480 8660 5888 8/19/07 79 S 3630 4810 4730 4070 8/21/97 04 5.75 4390 5120 8240 8180 8/21/97 4.5 35~0 4870 4770 4870 9/18/07 8~ S.S 3090 3,980 ,1300 4440 4415 0/18/87 90 $.5 ' 3480 3320 4820 4780 4880 0/2~7 78 5,5 3740 MOO 4040 5000 4820 8/2~/97 a4 5.25 3850 3710 4810 4770 4880 1(3/~JIi? 80 3.5 4300 4810 5180 8230 8208 1(b3/07 02 S 4310 425O SOSO 4070 10/3/07 01 5.5 3440 333 4600 4830 4503 t0/22/97 78 5.25 4200 4330 5270 6400 8385 10/22/97 70 4.5 4310 4370 5330 S44J0 5388 1t/0/07 76 tS.6 3li80 3380 5t60 5830 5345 11/9/97 78 5 3300 3470 S230 $4,70 11/7/97 52 4 37~1~ 3840 5350 S~0 5305 11/20/97 08 4,25 4140 5~80 ~ 5030 3 CofloocutJve 5388 8780 4102 4/78 4847 S227 5062 5O37 4912 4912 4755 4815 4707 4938 4068 4037 400O S308 5333 FROM:POTTER CONCRETE 2146891066 TO: 8175899E lz: Icla '~lq-~O L- L ~l~ MiUH~ Plon~r Oono~tm ~ Te~, 2~ ~ngl.~ ~lev~ O~ll~, Te~ 75212 Contractor: Potter concrete Co., Inc. Project: Coppell Bu~ine.. Park Date: 1/~ MIX SPECIFICATIONS: Mix Design Strength 4000 i~,1 Slump: ~" Max. Air W/C Ratio: S.~O W/C R~o: 0,~ (~b) M~mum Tem~um: ~ncm~ ~at be ~a~l~ per ASTM C-172. Tm ep~i~na taunt be mede and eu~ ~ ~M C~1. Cement Fly MATERIALS ASTM STANDARDS ASTM C-160 TyJ~t I Coarse Aggregate Coarse Aggregate Lightweight Fine Aggregate Fine Aggregate Admixture Admixture Admixture Admixture ASTM C-818 Type ASTM C-33 ASTU C-33 ASTM C-330 ASTM c-33 ASTM C-33 ASTM C-494 Type A6TM C-494 Type ASTM 0-260 A orD We/er WEK 18 IS1 HT$ 617 lbs. Cement Ibl. FlyAeh 1 MO lbs. I lbo. 307 lbs. lb0. C.A. 18.6 oz. A~lmlx oz. N:fm~ 3.4 oz. AF.A .~82 It, s. WetoF PAGE: 06 PAGE oB Quality Contel Department Ou~ Contel Manager I 240 Singleton Blvd. Dallas, Texas 75212 Phone: (214) 051-8020 Fax: (214) 651-181 o Please send tho test results from this job to tho Quel#y Control Deparl ~ent. JAN-OG 98 11:25 FROM:POTTER CONCRETE Mix No.: ~351 8trenglh: AGIO Size: ~ Cement: 817 lb. Fly A~I: '"'""'*"'lb. Coarae Aggregate: 1140 lb. Comae Aggregate: "--" 10. Fine Aggregate: '"'"'"~J~r lb, Fine Aggregate: Admixture: Aglmi~ture: oz. m AEA: $,? 2146891066 PIOI~I~ER T0:8175899~ Pioneer Concrete of Trams. Ino. ContnKXor; Verlou$ Lab: V. rio~ ~endard Deviation: 37l Ave~lge ,tMreflgtfl: ~ ACI 6.3.2.1 Required .vertigo etmflgth. PAGE:07 PAGE 11111,/96 88 4.75 11/14,/06 76 5 1/24,/97 05 6 1/24/97 82 0 1,24/97 86 8 1/24/07 9O 8 2/3/07 03 S 2/3/07 64 6 2,/3/97 6,3 5.5 2/24/07 87 5.25 2/24~67 85 5.26 2,/24/97 06 5.25 2/24/97 05 5.25 2/24/07 65 5.5 3/13/87 88 6.5 6/28/97 73 5.5 5/28/97 70 e 6/26/97 58 4.5 am7 aa 4.5. 5/20/97 64 4,~ e/a7m7 82 6 8/19/97 83 5 8/10/~7 63 6.25 8/22/O7 O0 5 6/22~7 90 5.25 8/22/97 04 4.7..-5 0/4/07 6O 5.5 0/4/97 52 5.6 9/4/97 84 8 9/27/g7 IlO 5 3~20 4470 44M 48~0 3720 4490 4400 4404) 4150 5010 402O 408~ 4O90 47~0 4900 48,40 3000 5180 6310 ,6188 3000 4720 482O 48?0 3540 3840 4720 4,86O 4090 3710 3860 8380 0440 5400 4250 4440 5800 5860 5910 420O 5350 52~0 ,,~ 3900 8040 47~0 4885 41E0 4{~0 ,6170 S075 379O ,4990 4720 4705 3770 4730 4700 4760 4140 4010 6170 6300 5236 3960 3020 4750 4010 4700 4190 4060 4800 4?40 4816 5030 4870 8660 5430 684.0 5020 4710 6400 5400 5445 4380 4200 4930 4090 4060 4(360 4100 4480 4770 4715 3680 3550 4830 4810 402O 4160 4000 50~0 5130 ,6075 4020 3960 5120 0100 6110 :MS70 3510 4140 4220 4160 4340 4370 5270 4850 3OeO 4610 4540 6640 6710 5075 4380 429O 5050 51 ~0 $120 4600 4440 5t70 ~ 6106 4220 4370 4680 4770 4730 3~~l iVe 464O 487O 4072 4?05 4087 4808 4848 4020 6333 5630 $370 4847 49OO 4025 4043 5O46 5~97 6318 4705 4OO3 4835 4780 4753 4072 S016