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MA1006-SP110520Southern Star Concrete, Inc.Office:(214) 651-8020 240 Singleton Blvd.Fax:(214) 651-1810 Dallas, Texas 75212 Submittal No.10431 5/20/2011 Date Issued: Contractor: North Texas Bomanite Project: Denton Tap Road - Coppell, Texas To Whom It May Concern: We are submitting these mixes in accordance with ACI 318 (Chapter 5), proportioning on the basis of field experience and/or the trial mixture method: Mix Code NumberDescriptionIntended Use 10834000_6SK1LSXYCPaving When placing orders for this project, please order by product mix code number. Southern Star Concrete, Inc. warrants that the concrete as delivered to this project will meet or exceed the design strength specified on the delivery ticket when evaluated in accordance with ACI-318, ACI-301, and ASTM C-94, latest revision. The measured slump, and the concrete must be tested in strict accordance with the provisions of ASTM standards C-172, C-143, C-31, C-39, C-617, C-231, C-173, C-138, C-1019, C-78, C-567, C-1064, latest revisions. All samples and testing of samples for acceptance shall be conducted at the point of discharge from the concrete delivery truck. Should the Purchaser choose not to purchase temperature control measures, the Purchaser shall assume all liability for rejected concrete due to non-compliant concrete temperatures. Responsibility for concrete when others supply mix designs will be the sole responsibility of those parties supplying the mix design. Customer assumes total responsibility for concrete placement, finishing, initial and final curing, placement of joints at proper spacing, and any aesthetic concerns/issues (such as cracks, discoloration, etc.) that may arise in the plastic and hardened state. The contents of this packet, with particular consideration in regard to the mix designs themselves, are considered proprietary in nature and are to be treated as confidential. This information is being submitted for approval for use on this project. Please provide Southern Star Concrete, Inc. an approved copy or a copy with the notes for correction of this submittal, when available. Concrete will be delivered to the nearest accessible point over passable roads; customer assumes responsibility for all damages to city, state, and personal property , including concrete mixer truck if customer instructs concrete mixer truck to drive beyond curb lines. Customer should provide concrete mixer truck with wash down area. In accordance with ASTM C-94, please copy our office with all test results obtained on this concrete by independent testing laboratories. Thank you for your business and cooperation in this matter. Janet Kinard Quality Services Office Manager Quadrel iService 1992 - 2011 Digital Site Systems, Inc. SM Southern Star Concrete, Inc.Telephone:(214) 651-8020 240 Singleton Blvd.Fax:(214) 651-1810 Dallas, Texas 75212 Submittal No.10431 Date Issued:5/20/2011 Customer:North Texas Bomanite Project:Denton Tap Road - Coppell, Texas 1083 Mix Code:Mix Code must be used when ordering concrete. Weight Spec. DescriptionMfg. Source TradenameASTM(lb) Gravityoz/cwt Type I-IIMidlothianAshgroveC - 150 3.15 564 1 "Hanson Aggregates#57 Hanson (Limestone)C - 33 2.68 1,840 Natural SandTrinity CottonwoodTrinity CottonwoodC - 33 2.62 1,280 CityCityWaterC - 94 1.00 255 1.01 0.54 Air EntrainerBASFMB AE 90C-260 1.20 3.37 Type A Water ReducerBASFPozzolith 80C-494 3,939 TOTAL Specified F'c : 4,000psi @ 28 daysDesigned Unit Weight: 145.9lbs./cu.ft. Specified Slump4.00 +/- 1.00in.Designed W/C Ratio: 0.45 27.00 Specified Air:4.50 +/- 1.50%Designed Volume:cu.ft. NOTES: Southern Star Concrete, Inc. has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engineer, and/or contractor to ensure that the above designed mix parameters of compressive strength, water-to-cementitious ratio (W/C+P), cement content, and air content are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and local Building Codes). Customer assumes total responsibility for concrete placement, finishing, initial and final curing, placement of joints at proper spacing, and any aesthetic concerns/issues (such as cracks, discoloration, etc.) that may arise in the plastic and hardened state. Customer assumes responsibility for any performances issues (strength, aesthetic, durability, air entrainment etc.) as a result of water added to concrete at the project site that exceeds the w/c+p. Designed mix cementitious content, is stated as a minimum, and Southern Star Concrete, Inc. reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacturer's recommendations. Southern Star Concrete, Inc. reserves the right to adjust these dosages to meet the changes in jobsite demands. Southern Star Concrete, Inc. may use admixtures or procedures not listed above to control the mixture during Hot or Cold weather, for pumping, long hauls, or other special applications, unless restricted in writing by the client. Concrete requiring high/early strengths (up to 48 hours) during cool or cold weather may require the use of hot water and/or non-chloride accelerator to achieve desired results. The compressive strength cylinders MUST be protected and cured per ASTM C-31 which states, "Immediately after molding and finishing, the specimens shall be stored for a period up to 48 hours in a temperature range of 60 and 80 degrees F and in an environment preventing moisture loss from these specimens." In accordance with ASTM C-94, please copy our office with all test results obtained on this concrete by independent testing laboratories. COMMENTS: Janet Kinard Quality Services Office Manager Quadrel iService 1992 - 2011 Digital Site Systems, Inc. SM Date: 5/20/2011 Mix Name:1083 Units :US STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg Acc Accept Std Tests Slump Air Day Day Day Age Age Dev ---------------------------------------------------------------------------------------- 30 4.31 3.96 4050 4330 5330 5330 28 590 ACI318 Req'd ---------- 4880 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Date Slump Air Strengths Acc Acc Age 3 Day 7 Day 28 Day Acc Age Age Run Avg 3 ------------------------------------------------------------------------ 8/24/2010 5.00 4.20 4050 4220 5290 5290 28 9/13/2010 5.00 4.90 3860 5160 5160 28 10/7/2010 4.00 4.40 3540 4520 4520 28 4990 10/7/2010 4.50 3.20 3410 4180 4180 28 4620 10/7/2010 5.00 3560 4720 4720 28 4470 10/7/2010 5.00 4.30 3660 4680 4680 28 4530 10/14/2010 5.00 5.40 3940 5020 5020 28 4810 10/14/2010 4.75 5.20 3760 4690 4690 28 4800 10/14/2010 5.00 5.60 4390 4890 4890 28 4860 10/15/2010 2.50 4.50 4090 5190 5190 28 4920 10/18/2010 4.00 3.00 4600 5570 5570 28 5210 10/20/2010 4.50 5.00 4900 5410 5410 28 5390 10/26/2010 5.00 4.00 4280 5520 5520 28 5500 10/28/2010 2.00 3.00 3430 5210 5210 28 5380 11/4/2010 3.25 3.90 5610 6510 6510 28 5750 11/4/2010 4.00 3.40 4910 6510 6510 28 6080 11/5/2010 4.75 4.50 4760 5660 5660 28 6220 11/9/2010 3.50 4.00 5010 5810 5810 28 5990 11/15/2010 4.00 3.80 3980 5300 5300 28 5590 3/7/2011 5.00 4.00 4210 5210 5210 28 5440 3/7/2011 5.00 4.00 4420 5530 5530 28 5340 3/10/2011 4.00 4.80 5130 5980 5980 28 5570 3/22/2011 3.50 1.10 5520 6570 6570 28 6020 3/29/2011 5.00 3.20 4820 5800 5800 28 6110 3/31/2011 3.75 4.00 4160 5110 5110 28 5820 3/31/2011 5.00 1.40 5480 5730 5730 28 5540 4/7/2011 4.00 3.90 3900 4920 4920 28 5250 4/7/2011 4.50 3.80 3670 4640 4640 28 5100 4/11/2011 3.50 4.10 4230 5330 5330 28 4960 4/13/2011 5.25 4.20 4430 5450 5450 28 5140 Quadrel iService 1992 - 2011 Digital Site Systems, Inc. SM Report Date: December 13, Material Testing Result 10SAND, CONCRETE Sample ID:Cottonwood current productionPlant: Sample Date:12/8/2010Customer: Sample By:Matthew ChambersAttention: Supplier:TRINITYProject: TRINITY-COTTONWOOD Supplier Source:Specification:ASTM C33 NATURAL SAN Supplier Reference No: Grading SieveMassCumulative%% Passing% Pass Specification Mass (mm)RetainedRetained MinMax 0 100.0 100.0 3/8"0 0.0 100.0 0.5 95.0 100.0 No. 40.5 0.1 99.9 116 80.0 100.0 No. 8115.5 14.5 85.5 225 50.0 85.0 No. 16109 28.0 72.0 346 25.0 60.0 No. 30121 43.1 56.9 658 5.0 30.0 No. 50312 82.0 18.0 794 0.0 10.0 No. 100136 99.0 1.0 801 0.0 3.0 No. 2007 99.9 0.1 Absorption 0.70Specific Gravity2.63 Fineness Modulus 2.67 Sand Equivalency95Decant0.9 Tested By:Aaron FullerApproved By:Matthew Chambers Date:12/9/2010Date:12/13/2010 Certification Number: ìÊÍØÇÙÈøÛÈÛ ùÛÉÈÓÎìÐÛÙ×ùÍÎÙÊ×È× ìÊ×ÙÛÉÈùÍÎÙÊ×È× ïÛÉÉùÍÎÙÊ×È× ø×ÉÙÊÓÌÈÓÍÎ £ ïúû÷ ïúû÷ ÛÓÊ×ÎÈÊÛÓÎÓÎÕ ÛØÏÓÄÈÇÊ×ÓÉÖÍÊÇÉ×ÓÎ ûÓÊ÷ÎÈÊÛÓÎÓÎÕûØÏÓÄÈÇÊ× 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