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Northlake 635(13)-CS060913 ConSys MOl SUBMITTAL PACKAGE D"\TE: September 13, 2006 PROJECT: Korthlake 635 Business Park SUBMITTED BY: ConSys Concrete Corp. 11010 Switzer Avenue Suite 10-1- Dallas, TX 75238 SUBMrn'AL NUMBER: 001 SPECIFICATIO~ SECTION: 03300 \ENDOR: Southern Star Concrete ITE!vf(S) SUBMIrrED: j\lA~UFACTCRER Southern Star ITEM Mix Design #93-l-1-Piers & Grade Beam Mix Design #93-1-9-Slab on Grade "* j\fix Design #77 53-Paving Mix Design #9339-Panels SUBMnTED BY: Darold J. Molix SllB:\JITTEO TO: :--'[01 General Contractors 1501 LBJ Free\vay, Suite 700 Dcllbs, Texas 7523-l- ARCHITECT: Carroll Architects 17770 Preston Rd. Suite 200 Dallas, Texas 75252 CHECKED BY: .\PPROYEO BY: 09/12/2006 14:33 8176255580 SOUTHERN STAR PAGE 05/09 Southern Star Concretc~ Inc. K..0I;00 F~pert p~ N_ Sol'" 2119 'rvtn.!:'. Tau 7!1416.J IL8.A. I'r"'~el ~1) G21-ft!)!l9 F_, <!'71) &:U....JJ51 Qrltllit,v Servil!~ Dq1l1l1menf IUlll NOI"th no.~ton Fit ""urtWorth. Tr.XN 76106 Phone; (IU7) 626-%00 Fax: (1U7) 625-5580 MIX DESTGN SUBMTTTALfi)t' READY-MlXED CONCRETE Southern Star CONCRETE,INC. Cuntractur: Con.~v.\" Concrete Da~: I September 12, 2/J06 Project: c,~pe/1--MDJ Office Building Mb: J)co. If: 7753 Spctific 11 i'lt= !"lnrbtg MIX J)ESIGN PAR"-l\fETERS Minimulll O,mJm'3llivt Strcnl:th: 3600 PSI (0) 28 DAYS /;"ek ClJIJq,nt 5.5f) +/- 1.50/" '1"-" 'rnbl~ 4.:'1.1 jn AC:I .' 1 ~ Air Conr.,,,t: 4.5"/0 'llld T"bl. I Ul ANTM ~ !.14) Fly Ash Cuntent: 20% Slump lUng(' (lncbl!S): 4" +/- 1" (After tlK- addition l)'WR Admi:Jtuf~.!I) WfCm R.& (I"m.)~ 0.48 (5:..u ~"I"ok) 1'heo.....t\e.1 P1...tilC 11nit V\o'ri~t: 145 ~( \1;'tll;.1 Mira. (:onaeh' Tf!mp.: Ref: ACJ 305 /306 I Suathem Star Cllncrt'hJ gulln.ntce., thill ml~ dClIJl!:ft will ll~bjcvc the specified compn:uivc ~trehgtlt when tested and e-.'aloatt-d in Bccln"dante with ASTM C J'72. C 31. C 39, C 94 and ACT 318, and when tbe ~cummcndtd pniCcduu.c for placement IInd L"Uring In ACJ 304, 305 I 306 lire followed. When osed for a~~ptllqCC te!ltibg,d~th lIp~c:imen$ mod be cored in mitt accordance with ~I;tj.>n 11) uf ASTM C 31 ~3. !\-fA TERJAL REOUfREMF.Nl'S MlIl1:rial~ .\STM Snndanlg 1m Weieht!<-Dtr Cubie Va"" SSD Ib.. Cement ASTM C 1511 Type 414 103 o o 1900 o o o FJy Asb A~TM C 6lg ClIII"," C Coar5e AAA'J'cgatc ASTM (; 33 Grlllk 57 J"Lol) Fine Aggl-egatc ..\STM C 33 Con.c....~ Sand 126J o 4) A dmixtuI"C ..\STM C -'94 Typo: AorD 16 CJ o 2.6 0.0 249 Air Entraining A~nt l\STM C 260 AEA Water ,'\S'fM C ,.01 111.0. Ill.. I...... ~~WR D1AtriR~ ulArhu~:f!lrr~.' 1M''! ,lIijtl~r~d III'~/~"J";: ,,, I_"'U~' '"-~cJ~ 01'. r""'J1nllnn-a. llL AJr fW. ..... 1" nccf,rdnncr: . ,Cf .11,. pleRSf! f",",,"d copit!$ "f all C01lcrf!fe I~ 'r:pI111.~ to th~ Qualiry Set1lic~ DepRrln,ertI Qt the tlbUJ'I! addrt:.f.''1 so 14'e c n m""~h~c~ onl prUlitk dulllfi', fUIII~ l"'yeCl.f. Thm.1I:J'PII. (" ~~ JIM ELLL~ Quality COhfn)1 Manager 09/12/2006 14:33 8176255580 SOUTHERN STAR PAGE 09/09 SQuthern Star Concrete, Inc. Mix No.: 7753 Contractor various Strength: 3600 Job: various Agg. Size: 1" Lab: various -... Cement 414 lb. Fly Ash: 103 lb. Coarse Aggregate: 1900 lb. "... Coarse Aggregate: lb. Standard Deviation: 519 - Fine Aggregate: 1271 lb. Average Strength: 5698 - Fine Aggregate: lb. Admixture: 15.1 oz. ACI 5.3.2.1 Required average strength. Admixture: 02. (1) 4296 p*i AEA: 3.4 02. (2) 4309 psi Water: 249 lb. 28 Day 3 Consecut Date Temo. SLUMP 7Da~ 7 Da.:i 28 Om' 28 Da}: AveraQe Averaae 4/11/2006 63 4.5 4460 4460 5920 5980 5950 5822 4/1412006 65 4.25 4410 4410 5650 5860 5755 5827 4/14/2006 67 4.5 4670 4870 6020 5660 5840 5848 4/1412006 67 4.75 4310 4310 5990 5850 5920 5838 4/18/2006 64 5 4080 4080 5480 5260 5360 5707 4/1812006 64 5.25 42900 4200 5430 5370 5400 5560 4/1812006 65 5 4280 4280 5550 5510 5530 5430 4/1812006 66 5 4040 4040 5770 5610 5690 5540 4/1812006 66 4.75 4340 4340 6050 5940 5995 5738 4/18/2006 67 5 4160 4160 5730 5940 5835 5840 4/1812006 68 5 3970 3970 5890 6030 5960 5930 4/21/2006 61 4.75 4360 4360 5860 5680 5nO 5855 4/2112006 61 4.75 4310 4310 5960 5760 5860 5863 4/2112006 62 5 4280 4280 6370 6270 6320 5983 4/2112006 63 5 4600 4600 6190 5910 6050 BOn 4/2112006 64 5 4690 4890 5870 6030 5950 6107 4/2412006 55 3.25 3410 3410 4190 4090 4140 5380 4/2412006 54 4 3580 3580 4550 4770 4860 4917 4/2612006 70 5 4050 4050 5820 5670 5745 4848 412612006 70 5 4200 4200 6140 6380 6260 5555 4/2612006 70 5 4270 4270 5750 5000 5705 5903 4/2612006 72 5 4010 4070 5890 5780 5635 5933 4/2612006 72 4.75 4420 4420 5840 5560 5700 5747 4/2912006 80 4 4500 4500 6540 6380 6460 5998 4/2912006 61 5 4360 4360 6420 6220 6320 6160 4/2912006 82 5.75 3890 3890 5800 6020 5910 6230 5119/2006 90 4.5 3760 3760 4980 5120 5050 5760 5/3012006 73 8 3670 3670 5010 4980 5025 5328.333 5/3012006 74 6.5 4370 4370 6070 6040 6055 5376.667 5/3012006 80 8.5 3560 3560 4650 4710 4680 5253.333 5/3012006 85 5.5 4340 4340 5680 6130 5905 5546.667 04/20/2006 14:12 8176255580 SOUTHERN STAR PAGE 18/19 . Southern Star CONCRE fE, INC. Sieve Analysis ~ Coarse Aggregate ASTM C 33 Grade 57 1" - #4 Crushed Stone ASTM C 136 Project: Date Sampled: Date Tested: Total Dry Weight: 12/28/2005 12/29/2005 30.04 100. Material Source: Sampfe Location: Technician: Hanson Chico Sanger Plant Steve Kraft I Lonnre Parker Sieve Size Weight % Retained % Passing Low Spec High Spec Retained (Ibs.) 11/2" 0 0.0 100 100 100 1 1.33 4.4 96 95 100 3/4 5.54 18.4 82 1/2 15.29 50.9 49 25 60 3/8 22.40 74.6 25 #4 29.35 97.7 2 0 10 #8 29.85 99.4 1 0 5 Pan 30.04 100 0% Decant 0.95 Totaf wt. 9 Dry wt. 3377 3345 #200 (C 117) 100 80 ~ c:: ': 60 C'Il c.. ~ c 40 G) ~ Cb c.. 20 0 1 112" 1 1/2 #4 #8 Sieve Size 04/~0!2006 14:12 8175255580 SOUTHERN STAR PAGE 19/19 Sieve Analysis - Fine Aggregate ASTM C 33 Specification E 11 Concrete Sand ASTM C 138 Date Sampled: Date Tested: Total Dry Weight: 2/1612006 3/11200e 531.4 gm Material Source: Trinity Kopper! Sample Location: 1571 Technician: JMltterkol JMarion Weight Sie"e Size Retained % Retained % Passing Low Spec High Spec lams) 318" 0.0 0.0 100.0 100 100 1M 2.4 0.5 99.5 95 100 A 65.7 12.4 87.6 80 100 #16 151.7 28.5 71.5 50 as #30 258.1 48.2 51.8 25 eo #So 430.5 81.0 19.0 5 30 #100 519.0 97.7 2.3 0 10 "200 Ie 117) 525.3 98.9 1.1 0 3 Pan 531.4 100 Fineness MOdulus: sand Equivalent: 2.68 9~.3 Specific Gravity: L Absorption: 100 90 a 80 ~ 70 I 60 ~ 50 i 40 e 30 l. 20 10 o "----..--... 318" #4 #8 #16 #30 #50 #100 #200 (C 117) Sieve Size Southern Star Concrete Quality Control Department 240 Singleton Blvd. DaUas, Texas 75212 phone 214/651-8020 rax 214/651-1810