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Northlake 635(13)-CS060914 SEP 2? 2006 ConSys SUBMITTAL PACKAGE MOl n:\TE: September 14,2006 PROJECT: Northlake 635 Business Park SUBMITTED BY: ConSys Concrete Corp. 11010 Switzer Aycnue Suite 10-l- Dallas, TX 75238 SUB,\llTTAL NUMBER: 002 SPECIFICATI00: SECTION: 03300 \T.~DOR: Beall Concrete UE\I.S) SCB.\llTTED: ?\f\l'< LJi::\CTCRER Beall Concrete ITEM Mix Design #830] 150 1-Piers Mix Design #33SK1501-Slab on Grade ~.\lix Design #336K1524-Paving & W'alks I\f1x Design #330pS01-Pancls & Grade Beam -I-.J Ii .....dJ]...- 'WB! IJ ""',... - - SUB.\nTfED BY: Darold J. Molix SUB.\.llTfED TO: MDI GencLll Contractors 1501 LBj Free\vay, Suite 700 D;llbs, Texas 7523-l- A.RCHlTECT: Carroll Architects 17770 Preston Rd. Suite 200 Dallas, Texas 75252 CHECKED BY: APPROVED BY: [B BEALL Mix No: 336K1524 I l~ ^ ~F= ,...' ~ .... ~I-MIX -(~ Strength: 3600 (~: ;~! :"J ~~ R!:T ':.' OIIscriptiun: 38. PSI AIR PIID.BT: Mil Offbl I".g PaOli Dllwalt Cement: Fly Ash Coarse Aggregate: Fine Aggregate: Water Reducer: Air Entraining Agent: Matorials Cemex Boral Martin Marietta Beall Concrete Master Builders 322N Master Builders 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: Fly Ash, Ibs: Coarse Agg, Ibs: Fine Agg, Ibs: Water Reducer, oz: AEA,oz Water, gal Water, Ibs: Saturatud Surfacu Iry Woights. pur cubi: yard 414 103 1850 1292 15.5 2 31 258.23 wlc ratio: Slump Range, in: Air Range, %: Unit Weight, Ib/ft^3 Dosign Concruto Proportios 0.50 3-5 3-6 145.08 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. y~ o.delll Jeray lImuratory MlIIager lual Concrotu Enturprlsos. LTD Too Tochnlcal Survas IepartmBDt ..1 l Centre Park Blvd 'lIBSotu. IX 75115 . [872l224-5525 . Fax m72J 228-8831 m BEALL I 1...J:S...~ ~.. ~~ C,..~ \1('q:TC d IIvll I' ACI318 Statisti:al Analysis for Mix No. 33.1524 Sot No. Air lump Concroto lump SllDp Air 70ay 28 Day 1 60 4.00 4.8 4175 5440 2 99 95 4.50 3.5 3840 4615 3 97 98 3.75 3.8 3965 4755 4 92 4.00 4.5 3370 4355 5 48 70 4.25 3.8 4290 5450 6 47 59 2.25 3.6 4225 4940 7 75 68 3.00 3.2 3615 4370 8 33 58 5.50 4.1 4080 5920 9 34 64 5.50 4.0 4480 5865 10 39 67 5.00 2.7 4310 5825 11 75 88 5.50 3.0 3670 5015 12 85 82 5.50 3.1 3740 5365 13 69 82 4.50 3.0 4190 5730 14 71 88 4.00 3.1 4390 5105 15 69 83 6.00 3.0 3630 4880 16 69 82 6.00 3.0 4040 5575 17 79 88 3.00 3.5 3720 5225 18 75 87 5.00 5.2 3670 5200 19 76 87 5.50 5.1 3470 4980 20 74 85 5.00 4.9 3830 5065 21 88 86 6.75 5.9 2650 3665 22 84 89 5.25 5.0 3540 4975 23 84 90 6.50 2.9 4360 5220 24 83 91 5.75 4.0 4100 5225 25 83 92 7.00 2.2 3740 4695 26 65 86 4.75 5.5 4210 5125 27 65 87 5.75 2.0 4110 4635 28 68 90 5.75 5.1 3090 4570 29 68 87 5.50 4.7 4040 5130 30 69 87 5.00 4.5 4100 4845 AvoragB 70 82 4.99 3.89 3888 5059 28 Day Standard OBviation: 493 RBqulred AVBraga Strangth, fer for an fe of 3800 psi 4250 ThB TBchni:al SBrvicBS DBpartmBnt 1100 Wastpark Way' Enlass, IX 78040 . [BI7J B35-4800 . Fu [B17J 835-4035 AUI-25-06 08:13am From- T-784 P.03/04 F-936 Martin Marietta Materials, Inc. Basic Quality Statistical Summary Report Plant 1-Chico Quarry Product 511-#57 Cone Agg Specification No- 57 Concrete Aggregate $leve/TO$t TMt$ AV~9' st Dev T~rgElt SpocifimiQn 1 1J2" (37.5) 367 100.0 0.0 1 00-1 00 1" (25) 367 95.8 2.3 95-100 3/4" (19) 367 75.9 8.6 1/2" (12_5) 367 41.4 11.1 25..60 3/8" (9.5) 367 22.7 9.1 #4 (4.75) 367 4.4 3.8 0-10 #8 (2.36) 367 1.3 1.6 0-5 PAN (O) 367 0.00 0.00 0-1 LA Abrasion 51 3Q.4 3.7 40.00 Total Moisture 367 .2.97 1.20 Wash Loss % 353 0.66 1.90 1.50 aggQC Martin MariaUa MaterIals. Inc. PlIge: 2 of 2 COmmenta Query Query SeleCtlOl1s: Report Created: 08J25/2006 Date Rang~: 01/01/2006. OS/2512006 1J~'fY/~ ~(~mAJ ;; /:ttr /;uJO f..p e Debnl KeV McPeM IIOYARr~m1ECl1PAI '*-. ~OI.II$IO. U~IIE'; elf MAY 3, 2009 rn BEALL , US~ CONCRETE BEALL TECHNICAL SERVICES LABORATORY SIEVE ANALYSIS RESULTS Plant: Product: Date Sampled: Date Tested: Tested by: BEALL CONCRETE, Plant 89 Fine Aggregate J ASTM C33 Section 5 11/9/05 11/10/05 IJ Percentage SPEC'S Sieve mm %Ret %Pass - 1 1/2 38.10 0 100 - 1 25.40 0 100 314" 19.00 0 100 100 112" 12.70 0 100 100 318" 9.51 0 100 100 #4 4.76 1 99 85-100 #8 2.38 12 88 80-100 #16 1.19 25 75 50-85 #30 0.60 40 60 25-60 #50 0.30 71 29 10-30 #100 0.15 94 6 2-10 Pan 100 0 - #200 (Decant) 0.07 - 2 0-3 FM 2.4 t4 Technical Services Manager