Loading...
ST9905-SP070216 (2)r # 1347 Mockingbird Iane, Dallas, Texas 75247 ,~ (472) 647-6700, www.bci.com Letter Of Transmittal 2/1/2007 3:47:OZPM Report: 103931 Contains the Following Reports: Report Description • Submittal X2332 for Project: Bethel Road -Coppell • Detailed Data for Submittal #2332 • Backup Data for Mix:8274 of Submittal X2332 for Project: Bethel Road -Coppell • Seven Points Sand (December 2006).pdf attachment for Submittal X2332 for Project:Bethel Road -Coppell • Cement Certificate (December 2006).pdf attachment for Submittal X2332 for Project:Bethel Road -Coppell • Bridgeport 1 Stone (January 2007).pdf attachment for Submittal ;2332 for Project:Bethe] Road -Coppell • Davavair 1000.pdf attachment for Submittal X2332 for Project:Bethel Road -Coppell ~ WRDA - Hycol.pdf attachment for Submittal #2332 for Project:Bethel Road -Coppell { LofREVIEWED O REJECTi OREVISE AND ^ FUnNI~N !`; RESUBMIT CORRECTED Corrections or comments made on the shc~ drawings during this review do rrt rc!i;.•,~ c~n- tractor from compliance with require,^ents of the :' wwings and specifications. This check is only i~r review of the general conformance with tho d~sign concept of the project and gerertl cc:~pliance with ih~ information given in the contract documents. The contractor is responsi- ble tor. Confrning ar,d ccrrelcaing 411 quantities anc; c';~~ensicrc; sclcct;ng fo.5ricwticn processes gad t~chniqu~s of conciruction, coordinating his cr her e~ork vr;h th:,t of all other trades and F~rforming a!I work in a sale and satisfactory __ s 5TH 1 1992 - 2006 Digital Site Systems, Inc. Pagel Quadret iService SM ~ ~ 1341 V'o'est Mockingbird Lane Dallas,Texas ?5247972.647.67[10 v,~vrw.txi.com February 1, 2007 North Texas Bomanite 11107 Morrison Lane Dallas, TX. 75229 Attn: Mr. Don Bruner RE: Bethel Road - Coppell Mix Code Numbers 8274 The attached concrete mix designs utilizing the appropriate ASTM C-33 or ASTM C-330 aggregate are proposed for use on the above referenced project for ready-mixed concrete to be furnished by TXI. To ensure that the correct mix is delivered to your project, please order by the mix design number which appears in the left hand corner of the mix design. TXI certifies that the above mix designs, when ordered by specified design identity, and delivered by TXI, will meet or exceed the indicated design strength at the designated age when tested in accordance with the applicable and current ASTM Standards C 31, C 39, C 78, C 172, C 293, applicable provisions of C 94, and evaluated in accordance with applicable provisions of the ACI building code. TXI would like to be uicluded on your mailing list to receive all test reports. ASTM C 94 entitles a manufacturer to receive copies of all test reports when strength of concrete is used as a basis for acceptance. Contact us if you have any questions or require any additional information. Please notify TXI of approval of the proposed mix design prior to its use. Failure to notify us prior to first placement shall constitute acceptance. To ensure that the proper mix design is ordered, please send a copy of this letter, after approval, to the above referenced project to be used by the person ordering the concrete for this job. The information contained in this submittal is confidential and the exclusive property of TXI. It cannot be copied, duplicated or disclosed to third parties without the expressed written consent of TXI. Sincerely, TXI Operations, LP .~-' Victor H. Villarreal Manager -Q.A./Q.C. 199? -?006 Digital Site Sysrems, Inc. Pao02 Quadrel iservice SM GENERAL NOTES Pumping Notes: 1. 5" minimum diameter lines with no reduction to smaller lines. 2. Keep rubber hose to absolute minimum length and plan pipe with as few 90 degree angles as possible. 3. Samples for slump and strength tests should be taken at discharge end of hose for strength guarantee to be valid. 4. To prime pump lines, a minimum of 8.0 sack grout is recommended for lubrication. In the case of strength concrete, equivalent strength grout should be used if the grout remains in the placement. 5. Pump mixes are based on minimum cement content pumped at ground level. As pump line increases in length or height and/or layout configuration changes, mix design modifications may be required to assure strength and pumpability at additional cost to the contractor. 6. TXI cannot control, and is therefore not responsible for excessive loss of entrained air content when loss occurs as a result of boom configuration or free fall discharge from hose. To ensure minimum air loss when pumping, maintain a continuous flow of concrete through the entire length of pipe and do not subject concrete to free fall. 7. The term "pumpable concrete" refers to concrete which is capable of being transported through an apparatus which forces concrete to the placing position through a pipeline or hose as long as the recommendations indicated above are followed. The term "pumpable concrete" does not relate to concrete proportioned in a particular manner or containing a specific type of product. Strength of lightweight mix designs valid provided strength specimens are air cured in accordance with ASTM Test Method C 567-05, section 7.3 except as modified in section 8.1, alternative method, ASTM Specification C 330-04. Unless otherwise indicated, when the concrete temperature at point of placement exceeds 90 degrees Fahrenheit, TXI will guarantee the strength performance of the mix design(s) herein submitted up to a maximum placement temperature of 100 degrees Fahrenheit using an ASTM C 494 Type D retarding water-reducer, as long as the concrete is placed within 75 minutes from batch time. Unless otherwise indicated, strength of plain concrete guaranteed up to a maximum placement temperature of 85 degrees Fahrenheit. We are enclosing all available back up data for the referenced mix design(s). If the strength infornlation is not available, or is insufficient, confirmation tests may have to be conducted by your laboratory. 1992 - 2006 Digital Site Systems, Inc. paae3 Quadre] iService SM TXI PROPRIETARY AND CONFIDENTIAL 1341 Mockingbird Lane, Dallas, Texas 75247 ~.._.. ~ , ~ ~ ._. e ; .. (972 647-670u, www.txi.com Customer: North Texas Bomanite Date Issued: February 1, 2007 Project: Bethel Road - Coppell Plant: 100 All DFW Plants 8274 1 6.OOSK ADMIX~'AEA 1"CS , As Required i Description Admix. Weight (Ib) Tvpe UII Cement S64 1" - #4 Crushed Stone 1840 Concrete Sand 1273 City Water 258 i Daravair 1000 O.S to 3.0 oz/cwt C+P WRDA with Hycol 3.0 to S.0 oz/c~~t C+P I Specified F'c : 4,000 psi @ 28 days TOTAL 3935 ~ Specified Slump: 2.00 To 4.00 in. Designed Unit Weight: 145.7 lbs./cu.ft. I• Specified Air: 3.00 To 6.00 % Designed WiC + P Ratio: 0.46 Designed Air: ~ 4.5 % Designed Volume: 27.p0 cu.ft. NOTES: TXI has no knowledge or authority regarding where this mix is to be placed (if other than the defined use on page 1), therefore it is the responsibility of the project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and the local Building Codes). Data enclosed represents the potential of this mix when sampled and cured per ACI 301 and Section 1.6.3., and per ASTM C-31. Chemical admixtures are added in accordance with the manufacturer's recommendations. TXI reserves the right to adjust these dosages to meet the changes in jobsite demands. This mix has been designed to meet the requirements of the documents received from the project, and/or your verbal request. Aggregate weights may change depending on gradations or specific gravity of material. Mix Design Proportions and specifications are confidential and proprietary trade secrets of TXI. Any use or dissemination without permission is a violation of federal criminal law. COMMENTS: 1992 - 2006 Di;ital Site Systems; Inc. Page4 Quadrel iService SM txi li41 Mockingbird Lang Dallas, Texas 75247 (972) 647.6700, www.txi.com Date: 2/1/2007 Units : US Mix Name: 8274 STRENGTH SUMMARY, Compression 5" x 12" Streng ths No. Of Avg Avg Avg 28 Avg Acc ACI3 18 Acce pt Std Tests ------- Slumn Air ---------------- Day --------- Age Req'd Age Dev 30 4.83 3.80 -- 5290 ------------------ 5290 4920 ---------- 28 ------------- 610 DETAILED STRENGTH, Compression 6" x 12" Batch Date Plant dum p Air Strengths Acc Acc Age ~ Number -------- --------------- ----------- ~ 28 Day Acc Age Age Run Avg 3 346014 10/18/2006 - 123 ------ 6.50 ------------ 5.00 4660 ---------- 4660 -------- 28 ------------ 346545 10/19/2006 123 4.50 5240 5240 28 348709 10/23/2006 150 4.00 4890 4890 28 4930 349737 10/24/2006 123 6.00 5.00 5210 5210 28 5110 349488 10/24/2006 123 5.25 4.40 4460 4460 28 4850 351611 10/27/2006 123 5.00 5.00 4820 4820 28 4830 353633 10/31/2006 135 5.50 4.70 6100 6100 28 5120 355261 11/1/2006 150 4.00 3.50 5400 5400 28 5440 356613 11/3/2006 123 6.00 5210 5210 28 5570 340856 11/6/2006 150 3.50 3.70 6190 6190 28 5600 739253 11/6/2006 150 6.25 2.80 5620 5620 28 5670 341979 11/9/2006 150 5.00 3.40 5840 5840 28 5880 361803 11/13/2006 123 5.75 4.30 4760 4760 2B 5410 344633 il/13/2006 150 4.00 3.50 4870 4870 28 5150 363136 11/14/2006 144 4.25 2.60 5990 5990 28 5210 363462 11/15/2006 123 5.50 4.70 5590 5590 28 5480 363636 11/15/2006 150 5.00 3.50 5300 5300 28 5630 364785 11/16/2006 144 5.00 2.50 6200 6200 28 5690 365998 11/17/2006 144 6.25 2.60 5010 5010 28 5500 366603 11/20/2006 123 6.50 5.70 4680 4680 28 5300 368115 11/21/2006 150 2.25 3.90 5830 5830 28 5170 358530 11/22/2006 123 5.75 5.20 5040 5040 28 5180 369811 11/27/2006 144 2.50 4.10 6020 6020 28 5630 370566 11/28/2006 144 4.50 2.10 5620 5620 28 5560 371583 11/29/2006 146 3.00 4.20 5450 5450 28 5700 371324 11/29/2006 150 5.50 4420 4420 28 5160 371311 11/29/2006 150 5.50 4.00 4310 4310 28 4730 373674 12/5/2006 146 1.50 3.30 6610 6610 28 5110 375776 12/8/2006 140 4.75 2.60 4710 4710 28 5210 379469 12/14/2006 144 5.00 2.60 4800 4800 28 5370 1992 - 2006 Digital Site Systems, Inc. pa~25 t , Quadrel iService SM f Seven Points Sand 8~ Gravel Quality-Depend ability-Integrity ~ ~ Date: December 5, 2006 From: Tom Gaedtke Re: Sieve Analysis, November 3 through November 30, 2006 TXDOT / ASTM SIEVE ANALYSIS tRETAINED) It~aterial P,etained /Sieve Mesh Size Plant # 1 weea< Ending rcneness Mod utrts 11/3 3.6 18.9 30.5 43.D ! 78.9 ~ 97.8 ! 99.5 ` 2 7Z 11110 6.6 23.0 36. Z 50.2 84.3 98.4 ! 99.4 i 2.98 11117 ~ 4 5 17.8 28.9 40.7 i 78.4 87.6 99.2 2.58 r i 1125 4.6 i 18 D 30.4 41.8_ ~ 77.8 97.2 I _ 99.0 2.70 rrontbiyAv~ ; 4.8 _19,4 i 31.5 ___L _ 43.9 __79.8 95.2_ j_ _ 99 3 2.75 __, Plant # 2 These numbers represent a weekhy average of a[I tests performed. PO Box 43752 Seven Points, TX 75924 903-488-4526 Office 903-498-4893 Fax A'1EDL~THtAN CEMENT 245 Ward Road • Midlothian,Texas 75065 • 472.775.3449 - www.txi.com f Sin Number: Car Number: Tons: Sample Date: December-loos Monthly Average r SPECIFICATIONS Portland Cement Type Uii (Low Alkali) A.S.T.M C150-05 Spec. Test Spec. Test Chemical Requirements: Limit Result Physical Requirements: Limit Result Air Content, Volume, {%} 12 max 8 AI203, (%} 6.0 max 4.5 Fineness (Blaine), (m2/kg} 280 min 346 Fe203, (%) 6.0 max 3.7 Autoclave Expansion, {%) 0.80 max -0.02 MgO~ (%} f 6.0 max 1.2 Time.nf Setting: ~ S03, (%) 3.0 max 2.7 Vicat initial set, minutes 45 min 1 t1 Loss on Ignition, {%} 3.0 max 2.2 375 max t i t Insoluble Residue, {%} 0.75 max 0.28 Gillmore initial set, (minutes} 60 min 177 C3A, {°;°} 8 max 6 Gillmore final set, (minutes} 600 max 283 Limesione, (%} 5.0 max 2.9 Compressive strengths, (Mpa) CaC03 in limestone, (%) 70 min 98 3 days 7.0 min 27.0 7 days 12.0 min 33.6 Spec. Test Compressive strengths, (psl} Optional Chemical Requirements: Limit Resuit 3 days 1740 min 3917 Total Alkalies (Na20 equiv.}, {%} 0.60 max 0.50 7 days 2760 min 4869 "Nof Appfcable. We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements of the ASTM C 150 specification. Qualit anager Subscribed and sworn to before me on this date: 1/9/2007 Notary `~~~A~Y nyeG,' R 6 ! ~ R. ~ E:r{ ~ `i: is ~, omrr ~~s, ~sp~rE NSF, Certified to NSFJANSI 61 TXI corp. BRIDGEPORT STONE PLANT TECHNICAL SERVICES LAB P.O. BOX 487 PHONE: 972-647-7232 BRIDGEPORT, TEXAS 76426 FAX: 972-647-7244 _. ...,, ~ ..... ~ - ~ ~ _ ~ tee. _.W . ,. ,. _, ~.... a .. .. ..,.. -^ ~~ x _ ~~u.»m,.....~,;s~~+. Adm. s.:~~M..._._.~,.,;:: .- .!r'. s..~. ~~ 3?~r*^+~, _mr°.+ w:,....~.... .av~,. ..s ...x..._ wo- _aem~l„:..3 'k-~a.~~.,.~~.d:v,..~.. DATE January 9, 2007 COMPANYINAME MATERIAL 1" - #4 CLASS A TxDOT ITEM 421 GRADE 4 F .. ___ ~-... - + _ - w:... - .... ..... » .~.. TEST RESULTS SIEVE 51ZE WT. RETAINED % RETAINED SPECIFICATION U_S. METRIC 1112" 37.5mm 0.0 0.0% 0 1" 25.Omm 0.2 0.7% 0 5 314" 19.0 mm 5.1 18.3% 1/2" 12.5mm 14.5 52.0% 40 , 75 318" 9.5mm 22.9 82.1 #4 4.75mm 26.3 94.3% 90 100 #8 2.36mm 27.5 98.6% 95 100 TOTAL WEIGHT 27.9 ...._...w..~ ...._ _. _ ~ ~ ,: .. ~..~..., ..,.,.., SPECIFIC TEST RESl1LTS SPECIFIC GRAVITY 2.65 UNIT WEIGHT ABSORPTION 1.1 DRY LOOSE 94.2 LB./ CF. DRY RODDED 103.2 LB./ CF. LA ABRASION 30 DECANT 0.6 SODIUM SOUNDNESS 3 MAGNESIUM SOUNDNESS 7 ,... Y ~, Skeet Caruthers TXI REPRESENTATIVE Grace Construction Products W.R. Grace & Co. -Conn. 4323 Crites Street Houston, TX 77003 713-223-8353 www.graceconstruction.com 6/15/200'5 Victor H. Villarreal TXI Operations, Lp 1341 W. Mockingbird Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: Daravair0 1000 This is to certify that the Daravair® 1000, a(n) Air-Entraining Agent, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. -Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260 AASHTO: M154. Daravair® 1000 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. Thomas M. Greene South Western Region Technical Services Manager Grace Construction Products W.R. Grace & Co. -Conn. 4323 Crites Street Houston, TX 77003 713-223-8353 www.graceconstruction.com f 6/15/2005 Victor H. Villarreal TXI Operations, Lp 1341 W. Mockingbird Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: WRDA® with Hycol® This is to certify that the WRDA® with Hycol®, a(n) Water Reducer, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. -Conn., is forrnGlated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type A, D AASHTO: M194, Type A, D. WRDA® with Hycol® does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Saie attached. / _ -~-~ .~ Thomas M. Greene South Western Region Technical Services Manager .~' ::::~> .;. , ,.. ::: ® PAVING COMPANY P.O. Box 270040 Dallas, Texas 75227-0040 Telephone (972) 289-0723 Fax (972) 216-5637 DATE: February 8, 2007 TRAN SYSTEMS 3010 LBJ FREEWAY SUITE 900 DALLAS, TX 75234 ATTN: Garry D. Kraus, P.E. PROJECT: BETHEL RD SUBMITTAL: TXI CONCRETE MIX DESIGNS - # 8274 6 SK 4000 PSI TO BE USED BY NORTH TEXAS BOMANITE FOR STAMPED COLORED CONCRETE PLEASE REVIEW THE SUBMITTAL OR SUBMITTALS AND RETURN 4 COPIES WITH SIGNATURE AND DATE WITH APPROVAL OR REJECTION. LANCE SMITH PROJECT ADMINISTRATOR -02 :~ =~ ~---------- DATE: ~ata~ialced 1974