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Minyard Site-SP080423 c. F. Jordan, L.P. 9639 Greenville Ave. TRANSMITTAL No. 00029 Dallas, IX 75243 Phone: 214-349-7900 Fax: 214-349-7910 PROJECT: Freeport Crossing DATE: 4/23/2008 TO: City jof Coppell 255 E. Parkway Blvd. Coppell, TEXAS 75019 REF: Freeport Crossing Old Minyards Distribution ATTN: Rick O'Dell Phone: 972-304-7090 Fax: WE ARE SENDING: STJBMITTED FOR: ACTION TAKEN: . [if Shop Drawings 0 Approval o Approved as Submitted o Letter 0 Your Use o Approved as Noted 0 Prints 0 As Requested o Returned After Loan 0 Change Order 0 Review and Comment o Resubmit 0 Plans 0 Submit 0 Samples SENT VIA: 0 Returned 0 Specifications o Attached 0 Returned for Corrections 0 Other: o Separate Cover Via: 0 Due Date: ITEM NO. COPIES DATE ITEM NUMBER DESCRIPTION STATUS NEW 3 4/23/2008 Concrete mix designs for the paving work. Remarks: Please return two copies for our records. 4~t I?rAJ ~ Cr--. rvlDYlIU CC: Signed: ,A~~ Steve Lawrence Project Manager ExpedItion @ c. F. Jordan, L.P. 9639 Greenville Ave. TRANSMITTAL No. 00019 Dallas, TX 75243 Phone: 214-349-7900 Fax: 214-349-7910 PROJECT: Freeport Crossing DATE: 4/14/2008 TO: O'Brien and Associates, Inc. 5310 Harvest Hill Road Suite 136 Dallas, TX 75230 Richard Nordyke Phone: 972-788-1010 REF: Concrete Mix Design ATTN: Fax: 972-788-4828 WE ARE SENDING: SUBMITTED FOR: , ACTION TAKEN: [if Shop Drawings o Approval 0 Approved as Submitted o Letter o Your Use 0 Approved as Noted 0 Prints o As Requested 0 Returned After Loan 0 Change Order o Review and Comment 0 Resubmit 0 Plans 0 Submit 0 SENT VIA: . .. . 0 Samples . Returned 0 Specifications !if Attached 0 Returned for Corrections [if Other: Made from Submittal o Separate Cover Via: Mail 0 Due Date: ITEM NO. COPIES DATE ITEM NUMBER DESCRIPTION STATUS NEW 5 4/14/2008 SUB 03300-004 Dwg: Title: Concrete Mix Designs for each item listed below: Tilt-wall panels Slab on grade High early strength for panels Sidewalks 5" paving 6" paving Grade beams Piers Curing compound Bondbreaker Remarks: See attacbed copy of Potter Concrete letter of transmittal for additional information. RECEIVED APR . ~ lOU8 O'Brien CC: Signed: ~ ~~ Steve Lawrence Project Manager Expedition CI A O~1 I r\ 2 ? ?()/J~ O'BRIEN 1-)\. 5310 Harvest Hill Road D Suite 136, L8 161 D Dallas, TX 75230 D (972) 788-10 I 0 D FAX (972) 788-4828 Transmittal Letter To: C. F. Jordan 9639 Greenville Ave. Dallas, TX 75243 Date: 4/22/08 Job No. 27067 Attn: Steve Lawrence Re: Freeport Crossing I am sending you the following: X Attached Prints Sepias Under Separate Cover _Change Order _ Copy of Letter Specifications _ Samples _ Color Copy Shop Drawings Field Order Copies Date No. Description 3 Concrete Mix Design Items transmitted as checked below: For Approval For Your Use For Review and Comment Approved as Submitted Approved as Noted Returned for Corrections By: Richard Nordyke CC: nOTTER I(:ONC;ETE, LTD. Submittal Transmittal I Detailed, Grouped by Each Number Freeport Crossing 921 West Bethel Road Coppell, Texas Project # 08-05-153 Tel: 214-630-2191 Fax: 214-630-2279 Potter Concrete, Ltd. Date:. 4111/2008' Reference Number: 0001 Transmitted To: Steve Lawrence C.F. Jordan Commercial, LP 9639 Greenville Ave. Dallas, TX 75243 Tel: 214-349-7900 Fax: 214-349-7910 Transmitted By: Matt Letlow Potter Concrete, Ltd. 4820 Gretna Street Dallas, TX 75207 Tel: 214-630-2191 Fax: 214-689-1066 6 Mix Designs and Curing Compounds 4/25/2008 Approval Courier 001 6 002 6 003 6 004 6 005 6 006 6 007 6 008 6 009 6 010 6 Mix Design #0046 for panels Mix Design #0047 for slab on grade Mix Design #0153 for panels, high early as required Mix Design #8204 for sidewalks Mix Design #8205 for 5" paving Mix Design #8206 for 6" paving and approaches Mix Design #9506 for grade beams and foundations Mix Design #9506A for piers Kurez H-Vox Curing Compound Sure Lift J-6 Bondbreaker P~fLiJ)1J~~- +&_Jg'smd~..~_ Signature Prolog Manager Printed on: 4/11/2008 potter Page 1 Attn: Mr. Matt Letlow 1341 West Mockinabird Lane' Dallas, Texas 75247 '972.647.6700 'WWW.txlcom 5 u::l c Z C CI) ~l~ ~~j:::~~ ~ ~ WW w CI) :::; I- ex: .- 0 a: W o ex: - :z: 0 t::: .., co55!w~ ~ ~z w 3tex:~~;::, en CJ) ~" ~ 9~~~:;u) 20 c:( ()z 0 ~~CI)a::l:Z:::~ _ CJ) ::>w cr=~~:;~ ~ 2 I- a:....J w:z>-- -= .....0- ~ bO:Z~~~ W 1-- ~ UH:r:. :z:c..;l<<2:20 C'..) co-::> :z~~fu3:o X fu::> 21- !21-ex:~<2:t; W C'..) CJ) I() t;w~UJ~<2: 0 X w U::> <2: G::i ~ CS a.. ~r= :z w ex: w cr: 1.U-ICl.. ex: 02 0 t-I- ~~~f2~(.;) en April 11, 2008 Potter Concrete, L TD 4820 Gretna Street Dallas, TX. 75207 RE: Freeport Crossing Buildings A,B & C - Coppell Mix Code Numbers 0046,0047,0153,8204, 8205,8206,9506,9506A >- co 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 comer 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 included 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. RECEIVED APR 1 4. Z008 O'Brien C. F Jordan. L.P. 9639 Greenville Avenue Dallas. Texas 75243 This review does. ~~t relieve the sub-contractor or suppl of ar:y respo,!srblhty for correct. dimensions materia quantitIes. coordination with other trad"s errors' and ""on'" 1;'1 t'lese D' de, om ~, '.;I " rawlngs, an full compliance with CO""'" rE''':;L.:\rerrlents. I fIt> C ~ F':EvT:'NEiJ 0 REVISE AS NOTED 0 GEVISE 8, R;;~U2.'v; [. .<;;L ___,_.... D:'o: 4/IA! O~ _.......... .'''''J__....__..._.~.. Sincerely, TXI Operations, LP ~~~ Victor H. Villarreal Manager - Q.A./Q.C. 1992 - 2008 Digital Site SystclIl5. Inc. Page2 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 information is not available, or is insufficient, confirmation tests may have to be conducted by your laboratory . 1992 - 2008 Digital Site Systems. IDC. Page3 Quadrel iService SM TXI PROPRIETARY AND CONFIDENTIAL 1341 Mockingbird Lane, Dallas, Texas (912) 641~6700;'www :iX.Lcom Customer: Potter Concrete, L TO Project: Freeport Crossing Buildings A,B & C - Coppell Date Issued: April 11, 2008 Plant: 100 All DFW Plants 0046 5.00SK ADMIX 1 "CS Panels Description Admix. SSD Weight (Ib) Type I/ll Cement 470 1" - #4 Crushed Stone 1840 Concrete Sand 1486 City Water 258 WRDA with Hycol 3.0 to 5.0 oz/cwt C+P Specified Ftc: 3,500 psi @ 28 days TOTAL 4054 Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 150.2 Ibs./cu.ft. Specified Air: 0.50 To 2.00 % Designed W/C + P Ratio: 0.55 Designed Air: 1.5% Designed Volume: 27.00 cU.ft. NOTES: TXI has no knowledge or authority regarding where this mix is to be placed (if other than the defmed 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, andlor 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 TX!. Any use or dissemination without permission is a violation offedera1 criminal law. COMMENTS: 1992.2008 Digital Site Systems,lnc. Page4 Quadrel iService SM Date: 4/11/2008 1341 Mockingbird Lane, DaDas, Texas 75247 (972) 647-6700, www.txi.com Units: US Mix Name: 0046 Mix Strength: 3,500 PSI at 28 Days STRENGTH SUMMARY, Compression 6" x 12" Strengths No. Of Avg Avg Avg 28 Avg Acc Accept Std ACI318 Tests Slump Air Day Age Age Dev Req'd ------------------------------------------------------------------------------ 30 5.30 .00 5310 5310 28 560 4320 DETAILED STRENGTH, Compression 6" x 12" Date Plant Slump Air Strengths Acc Acc Age 28 Day Acc Age Age Run Avg 3 ---------------------------------------------------------------------- 10/1/2007 123 5.00 5590 5590 28 10/4/2007 123 5.00 5200 5200 28 10/5/2007 123 6.00 4490 4490 28 5090 10/8/2007 123 4.50 5500 5500 28 5060 10/10/2007 123 5.00 4680 4680 28 4890 10/11/2007 123 6.50 4620 4620 28 4930 10/12/2007 123 6.00 5280 5280 28 4860 10/24/2007 123 6.75 4770 4770 28 4890 10/25/2007 123 4.50 6240 6240 28 5430 10/26/2007 123 5.50 5140 5140 28 5380 11/1/2007 123 3.75 5300 5300 28 5560 11/8/2007 123 6.00 4360 4360 28 4930 11/14/2007 123 4.75 5510 5510 28 5050 11/16/2007 131 5.00 5310 5310 28 5060 11/20/2007 131 5.50 4890 4890 28 5230 12/31/2007 120 5.50 5680 5680 28 5290 12/31/2007 120 5.00 5230 5230 28 5270 12/31/2007 143 5.50 5080 5080 28 5330 12/31/2007 143 5.00 5030 5030 28 5110 12/31/2007 143 5.25 4760 4760 28 4960 12/31/2007 143 7.00 6880 6880 28 5560 2/7/2008 147 6.50 5330 5330 28 5660 2/8/2008 143 5.00 5640 5640 28 5950 2/8/2008 143 5.50 6020 6020 28 5660 2/8/2008 143 4.75 6030 6030 28 5900 2/8/2008 143 5.25 5430 5430 28 5820 2/8/2008 147 4.00 5390 5390 28 5610 2/14/2008 143 4.75 5770 5770 28 5530 2/14/2008 143 5.25 4490 4490 28 5220 2/14/2008 143 5.00 5760 5760 28 5340 1992 - 2008 Digital Site Systems. Inc. PageS QuadreI iService SM TXT PROPRTET ARY AND CONFIDENTIAL 1341 Mockingbird Lane, Dallas, Texas . (972). 6-4 7~67Q(j, V;WW .tXi.com. Customer: Potter Concrete, L TD Project: Freeport Crossing Buildings A,B & C - Coppell Date Issued: April 11, 2008 Plant: 100 All DFW Plants 0047 5.50SK ADMIX 1 "CS Slab-on-Grade Description Admix. SSD Weight (Ib) Type VII Cement 517 1" - #4 Crushed Stone 1840 Concrete Sand 1424 City Water 267 WRDA with Hycol 3.0 to 5.0 ozJcwt C+P Specified F'c : 4,000 psi @ 28 days TOTAL 4048 Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 149.9 Ibs.lcu.ft. Specified Air: 0.50 To 2.00 % Designed W/C + P Ratio: 0.52 Designed Air: 1.5 % Designed Volume: 27.00 cu. ft. NOTES: IXI has no knowledge or authority regarding where this mix is to be placed (if other than the dermed 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 ACI301 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 - 2008 Digital Sit. Systems, Inc_ Page6 Quadrel iService SM Date: 4/11/2008 1341 Mockingbird Lane, Dallas, Texas 75247 (972) 647.6700, www.txi.com Units: US Mix Name: 0047 Mix Strength: 4,000 PSI at 28 Days STRENGTH SUMMARY, Compression 6" x 12" Strengths No. Of Avg Avg Avg 28 Avg Acc Accept Std ACI318 Tests Slump Air Day Age Age Dev Req'd ------------------------------------------------------------------------------ 30 5.25 .00 5720 5720 28 670 5060 DETAILED STRENGTH, Compression 6" x 12" Date Plant Slump Air Strengths Acc Acc Age 28 Day Acc Age Age Run Avg 3 ---------------------------------------------------------------------- 7/30/2007 131 5.75 4840 4840 28 8/1/2007 140 4.50 6220 6220 28 8/7/2007 140 5.50 5780 5780 28 5610 8/7/2007 140 5.25 5580 5580 28 5860 8/15/2007 140 6.25 5210 5210 28 5520 8/15/2007 140 5.50 5380 5380 28 5390 8/15/2007 140 6.00 4820 4820 28 5140 8/22/2007 140 4.50 5730 5730 28 5310 8/22/2007 140 5.00 5110 5110 28 5220 8/23/2007 140 5.00 5430 5430 28 5420 10/29/2007 123 6.00 5610 5610 28 5380 11/2/2007 123 4.00 5770 5770 28 5600 11/7/2007 123 5.00 5610 5610 28 5660 11/9/2007 128 6.00 4620 4620 28 5330 11/19/2007 128 6.00 5610 5610 28 5280 1l/30/2007 128 6.50 4670 4670 28 4960 12/7/2007 123 5.00 6160 6160 28 5480 12/21/2007 123 4.75 5920 5920 28 5580 1/3/2008 123 5.50 6410 6410 28 6160 1/5/2008 123 7.25 5040 5040 28 5790 1/5/2008 123 6.25 5460 5460 28 5640 1/5/2008 123 5.75 5480 5480 28 5330 1/9/2008 123 5.00 6500 6500 28 5810 1/9/2008 123 5.25 6040 6040 28 6010 1/11/2008 123 4.00 6470 6470 28 6340 1/21/2008 123 5.00 7420 7420 28 6640 1/21/2008 123 4.50 7100 7100 28 7000 1/28/2008 123 4.00 6360 6360 28 6960 2/1/2008 123 4.00 5410 5410 28 6290 2/13/2008 123 4.50 5740 5740 28 5840 1992 . 2008 Digital Site Systems. Inc. Page7 Quadrel iService SM TXI PROPRIETARY AND CONFIDENTIAL 1341 Mockingbird Lane, Dallas, Texas -'-'(~72fb41~6700; www.txLcom Customer: Potter Concrete, L TD Project: Freeport Crossing Buildings A,B & C - Coppell Date Issued: April II, 2008 Plant: 100 All DFW Plants 0153 7.00SK ADMIX 1 "CS Panels, High Early As Required Description Admix. SSD Weight (Ib) Type I/II Cement 658 I" - #4 Crushed Stone 1840 Concrete Sand 1328 City Water 258 WRDA with Hycol 3.0 to 5.0 ozlcwt C+P Specified F'c : 5,000 psi @ 28 days TOTAL 4084 Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 151.3 lbs./cu.ft. Specified Air: 0.50 To 2.00 % Designed W/C + P Ratio: 0.39 Designed Air: 1.5 % Designed Volume: 27.00 cU.ft. NOTES: TXI has no knowledge or authority regarding where this mix is to be placed (if other than the derIDed use on page I), 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 injobsite 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 TX!. Any use or dissemination without permission is a violation of federal criminal law. COMMENTS: * HIGH-EARLY STRENGTH NOTES: I) Obtain ALL strength specimens at the point of placement. 2) Test specimens used for in-place early strength determination should be cured in a manner as close as possible to the in-place concrete. Utilization of insulated blankets or an insulated curing box is highly recommended. Hydration of portland cement is a temperture sensitive chemical reaction. In-place concrete generally develops and maintains substantially more heat than 6"xI2" test cylinders. The difference in magnitude between in-place strength and the measured strength of 6"xI2" cylinders increase as ambient temperatures decrease. Standard test cylinders used for 7 and 28 day evaluation should still be cured in strict accordance with ASTM C 31. 1992 - 2008 Digital Site Systems, Ioe. Page8 Quadrel iService SM Date: 4/11/2008 1341 Mockingbird Lane, Dan.., T.".. 75247 (972) 647-6700, www.txi.com Units: US Mix Name: 0153 Mix Strength: 5,000 PSI at 28 Days STRENGTH SUMMARY, Compression 6" x 12" Strengths No. Of Avg Avg Avg 28 Avg Ace Accept Std ACI318 Tests Slump Air Day Age Age Dev Req'd ------------------------------------------------------------------------------ 14 5.46 .00 6960 6960 28 460 6200 DETAILED STRENGTH, Compression 6" x 12" Date Plant Slump Air Strengths Acc Ace Age 28 Day Ace Age Age Run Avg 3 -----------------------------~---------------------------------------- 9/7/2007 142 5.50 6150 6150 28 9/7/2007 142 5.00 6080 6080 28 9/13/2007 143 4.75 7440 7440 28 6560 9/13/2007 143 5.00 6980 6980 28 6830 9/13/2007 143 5.00 7650 7650 28 7360 9/17/2007 143 4.75 6810 6810 28 7150 9/17/2007 143 5.00 7520 7520 28 7330 9/19/2007 143 6.00 7180 7180 28 7170 9/19/2007 143 6.00 6740 6740 28 7150 9/19/2007 143 7.00 7000 7000 28 6970 9/19/2007 143 6.50 7180 7180 28 6970 10/17/2007 143 5.00 7070 7070 28 7080 10/26/2007 143 6.00 6660 6660 28 6970 1/10/2008 143 5.00 7010 7010 28 6910 1992 - 2008 Digital Sit. Systems. Inc. Page9 Quadrel iService SM TXI PROPRIETARY AND CONFIDENTIAL 1341 Mockingbird Lane, Dallas, Texas .-. -"- -. -----(~7t5647:6700~ www::t;d:com @ Customer: Potter Concrete, L TD Project: Freeport Crossing Buildings A,B & C - Coppell Date Issued: April 11, 2008 Plant: 100 All DFW Plants 8204 470# ADMIX! AEA I"CS Sidewalks Descriptio n Admix. SSD Weight (Ib) Type VII Cement 376 Fly Ash "C" 94 1" - #4 Crushed Stone 1840 Concrete Sand 1338 City Water 258 Daravair 1000 0.5 to 3.0 oz/cwt C+P WRDA with Hycol 3.0 to 5.0 oz/cwt C+P Specified F'c : 3,000 psi @ 28 days TOTAL 3907 Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 144.7 Ibs.lcu.ft. Specified Air: 3.00 To 6.00 % Designed W/C + P Ratio: 0.55 Designed Air: 4.5 % Designed Volume: 27.00 cu.ft. NOTES: TX! has no knowledge or authority regarding where this mix is to be placed (if other than the dermed 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. IXI 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 IX!. Any use or dissemination without permission is a violation offederal criminal law. COMMENTS: 1992 - 2008 Digital Site Systems. Inc. Page 10 Quadrel iService SM Date: 4/11/2008 1341 Mockingbird L.ne, 0.1I.s, Texas 75247 (972) 647-6700, www.txi.cam Units: US Mix Name: 8204 Mix Strength: 3,000 PSI at 28 Days STRENGTH SUMMARY, Compression 6" x 12" Strengths No. Of Avg Avg Avg 28 Avg Acc Accept Std ACI318 Tests Slump Air Day Age Age Dev Req'd ------------------------------------------------------------------------------ 30 5.13 4.70 4520 4520 28 510 3680 DETAILED STRENGTH, Compression 6" x 12" Date Plant Slump Air Strengths Acc Acc Age 28 Day Ace Age Age Run Avg 3 ---------------------------------------------------------------------- 11/9/2007 122 5.00 5.60 4260 4260 28 11/9/2007 122 5.00 5.40 4390 4390 28 11/9/2007 122 4.50 5.30 5160 5160 28 4600 11/9/2007 122 4.75 5.50 5370 5370 28 4970 11/9/2007 122 5.00 4.90 4520 4520 28 5010 11/9/2007 122 5.00 5.20 4140 4140 28 4680 11/9/2007 122 5.00 5.30 4060 4060 28 4240 11/9/2007 122 5.00 5.30 4300 4300 28 4160 11/16/2007 122 4.50 3.10 4680 4680 28 4340 11/16/2007 122 5.00 3.80 4260 4260 28 4410 11/16/2007 122 4.50 3.70 4010 4010 28 4320 11/16/2007 122 5.00 3.80 4370 4370 28 4210 11/16/2007 122 5.00 3.90 4270 4270 28 4220 11/16/2007 122 4.75 3.60 4420 4420 28 4350 11/28/2007 142 5.50 3.60 4760 4760 28 4480 11/28/2007 142 5.25 3.70 4010 4010 28 4400 11/28/2007 142 5.25 3.60 4670 4670 28 4480 11/29/2007 142 6.25 3.50 4310 4310 28 4330 1/9/2008 123 4.00 5.50 3970 3970 28 4310 1/9/2008 123 4.00 5.80 4050 4050 28 4110 2/4/2008 123 7.25 6.40 4390 4390 28 4130 2/4/2008 123 7.00 6.10 4160 4160 28 4200 2/4/2008 123 5.25 4740 4740 28 4430 2/4/2008 123 6.50 4.50 4070 4070 28 4320 2/4/2008 123 6.25 5.20 4300 4300 28 4370 2/4/2008 123 5.25 5.40 4710 4710 28 4360 2/7/2008 123 5.00 4.80 5060 5060 28 4690 2/7 /2008 123 4.00 4.50 6340 6340 28 5370 2/7 /2008 123 4.50 5060 5060 28 5490 2/7 /2008 123 4.50 4.50 4830 4830 28 5410 1992 - 2008 Digital Site Systems. loc. Page 11 Quadrel iService SM TXI PROPRTET ARY AND CONFIDENTIAL 1341 Mockingbird Lane, Dallas, Texas (9"72) 647 ";6700, WwW~tx1:com Customer: Potter Concrete, L TD Project: Freeport Crossing Buildings A,B & C - Coppell Date Issued: April 11 , 2008 Plant: 100 All DFW Plants 8205 517# ADMIX! AEA 1 "CS 5" Paving Descriptio n Admix. SSD Weight (Ib) Type l!lI Cement 414 Fly Ash "c" 103 1" - #4 Crushed Stone 1840 Concrete Sand . 1298 City Water 258 Daravair 1000 0.5 to 3.0 oucwt C+P WRDA with Hycol 3.0 to 5.0 oUcwt C+P Specified F'c : 3,600 psi @ 28 days TOTAL 3913 Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 144.9 Ibs./cu.ft. Specified Air: 3.00 To 6.00 % Designed W/C + P Ratio: 0.50 Designed Air: 4.5 % Designed Volume: 27.00 cU.ft. NOTES: TXI has no knowledge or authority regarding where this mix is to be placed (if other than the defmed 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-3!. Chemical admixtures are added in accordance with the manufacturer's recommendations. TXI reserves the right to adjust these dosages to meet the changes injobsite 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 . 2008 Digital Site Systems. Inc. Page12 Quadrel iService SM Date: 4/11/2008 1341 Mockingbird Lane, Dallas, Texas 75247 (972) 647-6700, www.txi.com Units: US Mix Name: 8205 Mix Strength: 3,600 PSI at 28 Days STRENGTH SUMMARY, Compression 6" :x: 12" Strengths No. Of Avg Avg Avg 28 Avg Acc Accept Std ACI318 Tests Slump Air Day Age Age Dev Req'd ------------------------------------------------------------------------------ 30 5.24 4.88 5230 5230 28 620 4550 DETAILED STRENGTH, Compression 6" x 12" Date Plant Slump Air Strengths Aee Aee Age 28 Day Ace Age Age Run Avg 3 ---------------------------------------------------------------------- 10/1/2007 122 5.00 4.00 4960 4960 28 10/1/2007 122 5.00 4.00 5130 5130 28 10/1/2007 122 5.00 4.00 4820 4820 28 4970 10/19/2007 131 5.75 4580 4580 28 4840 10/25/2007 131 5.50 4.60 5920 5920 28 5110 11/2/2007 131 6.00 3.30 4140 4140 28 4880 11/7 /2007 143 5.50 3.80 5070 5070 28 5040 11/7 /2007 143 5.25 3.50 4970 4970 28 4730 11/8/2007 131 6.00 4690 4690 28 4910 11/14/2007 120 5.75 5.50 4070 4070 28 4580 11/14/2007 120 6.00 5.30 4010 4010 28 4250 11/14/2007 131 4.50 5500 5500 28 4530 11/21/2007 122 4.75 4.30 5280 5280 28 4930 11/26/2007 143 5.00 3.20 6360 6360 28 5710 11/30/2007 122 5.00 5.30 4720 4720 28 5450 11/30/2007 122 4.75 5.70 4900 4900 28 5320 12/5/2007 122 4.75 3.90 5240 5240 28 4950 1/5/2008 128 7.00 4.50 4620 4620 28 4920 1/5/2008 128 4.75 5.10 5110 5110 28 4990 1/5/2008 128 5.25 5.20 5250 5250 28 4990 1/5/2008 128 1. 00 5.70 6320 6320 28 5560 1/5/2008 128 4.50 4.50 5760 5760 28 5770 1/5/2008 128 5.25 5.70 5640 5640 28 5910 1/15/2008 141 5.75 5.60 5680 5680 28 5690 1/15/2008 141 6.25 5.80 5410 5410 28 5580 1/15/2008 141 5.75 6.20 6220 6220 28 5770 1/15/2008 141 4.75 5.00 5800 5800 28 5810 1/19/2008 131 6.25 6.20 5550 5550 28 5860 1/19/2008 131 5.50 6.10 5340 5340 28 5560 1/19/2008 131 5.75 5.80 5810 5810 28 5560 1992 - 2008 Digital Site Systems. Inc. Page 13 Quadrel iService SM TXJ PROPRJET ARY AND CONFIDENTIAL 1341 Mockingbird Lane, Dallas, Texas (972}647~6700 ..www.ixi.com Customer: Potter Concrete, L TD Project: Freeport Crossing Buildings A,B & C - Coppell Date Issued: April 11, 2008 Plant: 100 All DFW Plants 8206 564# ADMIX/AEA I"CS 6" Paving, Approaches Description Admix. SSD Weight (I b) Type IIII Cement 451 Fly Ash "C" 113 1 " - #4 Crushed Stone 1847 Concrete Sand 1262 City Water 254 Daravair 1000 0.5 to 3.0 ozJcwt C+P WRDA with Hycol 3.0 to 5.0 ozJcwt C+P Specified F'c : 4,500 psi @ 28 days TOTAL 3926 Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 145.4 Ibs.lcu.ft. Specified Air: 3.00 To 6.00 % Designed W/C + P Ratio: 0.45 Designed Air: 4.5% Designed Volume: 27.00 cU.ft. NOTES: TXI has no knowledge or authority regarding where this mix is to be placed (if other than the def'med 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 criminallaw. COMMENTS: 1992 - 2008 Digital Site Systems, Inc. Page14 Quadrel iService SM Date: 4/11/2008 1341 Mockingbird Lane, Dallas, Tens 75247 (972) 647-6700, www.txi.com Units: US Mix Name: 8206 Mix Strength: 4,500 PSI at 28 Days STRENGTH SUMMARY, Compression 6" x 12" Strengths No. Of Avg Avg Avg 28 Avg Ace Accept Std ACI318 Tests Slump Air Day Age Age Dev Req'd ------------------------------------------------------------------------------ 30 5.29 3.81 5150 5150 28 350 4960 DETAILED STRENGTH, Compression 6" x 12" Date Plant Slump Air Strengths Ace Ace Age 28 Day Ace Age Age Run Avg 3 ---------------------------------------------------------------------- 9/17/2007 122 3.00 4.00 4910 4910 28 9/19/2007 122 3.00 3.50 4970 4970 28 9/19/2007 122 5.00 4.50 4660 4660 28 4850 10/3/2007 131 4.75 3.00 4820 4820 28 4820 10/4/2007 131 5.25 3.30 5420 5420 28 4970 10/8/2007 122 6.00 6.50 5480 5480 28 5240 10/10/2007 131 5.25 3.00 5020 5020 28 5310 10/11/2007 122 5.50 4760 4760 28 5090 10/12/2007 122 4.00 4940 4940 28 4910 10/12/2007 122 3.00 4990 4990 28 4900 10/18/2007 122 7.00 5230 5230 28 5050 10/18/2007 122 4.00 5810 5810 28 5340 10/19/2007 145 5.00 5510 5510 28 5520 10/19/2007 145 5.00 4980 4980 28 5430 10/19/2007 145 6.00 4920 4920 28 5140 10/24/2007 145 4.00 4.40 4800 4800 28 4900 10/26/2007 122 5.00 4.50 5100 5100 28 4940 10/29/2007 122 8.00 4740 4740 28 4880 10/31/2007 122 7.00 4860 4860 28 4900 10/31/2007 122 7.00 5690 5690 28 5100 11/1/2007 122 4.50 3.80 5820 5820 28 5460 11/14/2007 131 5.00 4.00 4920 4920 28 5480 11/19/2007 131 5.75 3.30 5050 5050 28 5260 12/20/2007 122 8.00 2.00 5260 5260 28 5070 1/2/2008 122 6.00 4.60 5540 5540 28 5280 1/3/2008 122 5.50 5.00 5810 5810 28 5540 1/4/2008 143 5.25 3.20 5110 5110 28 5490 1/4/2008 143 5.75 3.00 4830 4830 28 5250 1/4/2008 143 5.50 3.60 5360 5360 28 5100 1/4/2008 143 4.75 3.20 5200 5200 28 5130 1992 - 2008 Digital Site Systems. IDC. PagelS Quadrel iService 8M TXI PROPRIETARY AND CONFJDENTrAL 1341 Mockingbird Lane, Dallas, Texas ...---.----.... (972)047~6100~ .www.tX1.com Customer: Potter Concrete, L TD Project: Freeport Crossing Buildings A,B & C - Coppell Date Issued: April 11, 2008 Plant: 100 All DFW Plants 9506 470# ADMIX l"CS Grade Beams, Foundations Description Admix. SSD Weight (Ib) Type I/II Cement 376 Fly Ash "C" 94 1" - #4 Crushed Stone 1840 Concrete Sand 1450 City Water 267 WRDA with Hycol 3.0 to 5.0 ozlcwt C+P Specified F'c : 3,000 psi @ 28 days TOTAL 4027 Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 149.1 lbs.lcu.ft. Specified Air: 0.50 To 2.00 % Designed W/C + P Ratio: 0.57 Designed Air: 1.5% Designed Volume: 27.00 cU.ft. NOTES: TXI has no knowledge or authority regarding where this mix is to be placed (if other than the dermed 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 injobsite 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 offederal criminal law. COMMENTS: 1992 . 2008 Digital Site Systems. Inc. Page16 Quadrel iService SM Date: 4/11/2008 1341 Mockingbird Lane, Dallas, Texas 75247 (972) 647-6700, www.txi.com Units: US Mix Name: 9506 Mix Strength: 3,000 PSI at 28 Days STRENGTH SUMMARY, Compression 6" x 12" Strengths No. Of Avg Avg Avg 28 Avg Acc Accept Std ACI318 Tests Slump Air Day Age Age Dev Req'd ------------------------------------------------------------------------------ 30 5.86 .00 5300 5300 28 560 3810 DETAILED STRENGTH, Compression 6" x 12" Date Plant Slump Air Strengths Acc Acc Age 28 Day Acc Age Age Run Avg 3 ---------------------------------------------------------------------- 10/23/2007 122 8.50 4540 4540 28 10/23/2007 122 5.75 5280 5280 28 11/16/2007 122 5.00 5100 5100 28 4970 11/16/2007 122 5.25 4810 4810 28 5060 11/30/2007 122 6.25 6240 6240 28 5380 11/30/2007 122 5.50 5590 5590 28 5540 11/30/2007 141 6.75 4930 4930 28 5580 12/3/2007 141 5.50 4290 4290 28 4930 12/4/2007 141 5.75 4790 4790 28 4670 12/5/2007 141 6.00 5060 5060 28 4710 12/7 /2007 141 6.00 4980 4980 28 4940 12/10/2007 131 5.00 6240 6240 28 5430 12/17/2007 141 5.50 5670 5670 2B 5630 12/18/2007 141 7.00 4630 4630 2B 5510 12/19/2007 141 5.00 5750 5750 2B 5350 12/20/2007 141 5.25 5600 5600 28 5320 12/21/2007 122 6.25 5510 5510 28 5620 12/27/2007 141 7.00 5230 5230 28 5450 12/2B/2007 141 6.50 5040 5040 2B 5260 12/31/2007 131 6.50 5000 5000 2B 5090 1/2/2008 141 6.50 4670 4670 28 4900 1/4/2008 141 6.00 5910 5910 2B 5190 1/B/200B 145 5.00 6270 6270 2B 5620 1/9/200B 131 5.50 6360 6360 2B 6180 1/11/2008 141 5.75 5760 5760 28 6130 1/15/200B 122 5.50 5120 5120 2B 5750 1/15/2008 122 6.00 5380 5380 2B 5420 1/15/200B 122 3.00 5420 5420 2B 5300 1/15/2008 122 7.00 4460 4460 2B 5080 1/23/200B 138 5.25 5510 5510 28 5130 1992 - 2008 Digital Site Systems, Inc. Pagel 7 Quadrel iService 8M TXI PROPRIETARY AND CONFIDENTI.\L 1341 Mockingbird Lane, Dallas, Texas h(972) 647:'6700;:WWW.txfcom Customer: Potter Concrete, L TD Project Freeport Crossing Buildings A,B & C - Coppell Date Issued: April 11 , 2008 Plant: 100 All DFW Plants 9506A 470# ADMIX l"CS Piers Descriptio n Admix. SSD Weight (I b) Type L'II Cement 376 Fly Ash "C" 94 I" - #4 Crushed Stone 1840 Concrete Sand 1450 City Water 267 WRDA with Hycol 3.0 to 5.0 ozlcwt C+P Specified F'c : 3,000 psi @ 28 days TOTAL 4027 Specified Slump: 4.00 To 6.00 in. Designed Unit Weight: 149.1 lbs./cu,ft. Specified Air: 0.50 To 2.00 % Designed W/C + P Ratio: 0,57 Designed Air: 1.5 % Designed Volume: 27.00 cu.ft. NOTES: TXI has no knowledge or authority regarding where this mix is to be placed (if other than the dermed 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 30 I 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 ofTXI. Any use or dissemination without permission is a violation offederal criminal law. COMMENTS: 1992 - 2008 Digital Site Systems. Inc. Pagel8 Quadrel iService SM Date: 4/11/200& 1341 Mockingbird Lane, Dallas, Te".. 75247 (972) 647-6700, www.oci.com Units: US Mix Name: 9506A Mix Strength: 3,000 PSI at 28 Days STRENGTH SUMMARY, Compression 6" x 12" Strengths No. Of Avg Avg Avg 28 Avg Acc Accept Std ACI318 Tests Slump Air Day Age Age Dev Req'd ------------------------------------------------------------------------------ 30 5.86 .00 5300 5300 28 560 3810 DETAILED STRENGTH, Compression 6" x 12" Date Plant Slump Air Strengths Acc Acc Age 28 Day Acc Age Age Run Avg 3 ---------------------------------------------------------------------- 10/23/2007 122 8.50 4540 4540 28 10/23/2007 122 5.75 5280 5280 28 11/16/2007 122 5.00 5100 5100 28 4970 11/16/2007 122 5.25 4810 4810 28 5060 11/30/2007 122 6.25 6240 6240 28 5380 11/30/2007 122 5.50 5590 5590 28 5540 11/30/2007 141 6.75 4930 4930 28 5580 12/3/2007 141 5.50 4290 4290 28 4930 12/4/2007 141 5.75 4790 4790 28 4670 12/5/2007 141 6.00 5060 5060 28 4710 12/7/2007 141 6.00 4980 4980 28 4940 12/10/2007 131 5.00 6240 6240 28 5430 12/17/2007 141 5.50 5670 5670 28 5630 12/18/2007 141 7.00 4630 4630 28 5510 12/19/2007 141 5.00 5750 5750 28 5350 12/20/2007 141 5.25 5600 5600 28 5320 12/21/2007 122 6.25 5510 5510 28 5620 12/27/2007 141 7.00 5230 5230 28 5450 12/28/2007 141 6.50 5040 5040 28 5260 12/31/2007 131 6.50 5000 5000 28 5090 1/2/2008 141 6.50 4670 4670 28 4900 1/4/2008 141 6.00 5910 5910 28 5190 1/8/2008 145 5.00 6270 6270 28 5620 1/9/2008 131 5.50 6360 6360 28 6180 1/11/2008 141 5.75 5760 5760 28 6130 1/15/2008 122 5.50 5120 5120 28 5750 1/15/2008 122 6.00 5380 5380 28 5420 1/15/2008 122 3.00 5420 5420 28 5300 1/15/2008 122 7.00 4460 4460 28 5080 1/23/2008 138 5.25 5510 5510 28 5130 1992 - 2008 Digital Site Systems. Inc. Page19 Quadrel iService 8M ~ MIDLOTHIAN CEMENT 245 Ward Road' Midlothian, TX 76065 . 972.775.3449 . WWW.txi.com Bin Number: Sam Ie Date: Spec. Test Chemical Requirements: Limit Result A1203. (%) 6.0 max 4.4 Fe203. (%) 6.0 max 3.8 MgO, (%) 6.0 max 1.3 503, (%) 3.0 max 2.7 Loss on Ignition, (%) 3.0 max 1.2 Insoluble Residue, {%} 0.75 max 0.30 C3A.(%) 8 max 5 C02, (%) 0.3 Limestone, (%) 5.0 max 0.8 CaC03 in limestone, (%) 70min 95 C3S + 4.75(C3A) 1 00 max 85.0 Spec. Test Optional Chemical Requirements: Limit Result Total Alkalies (Na20 equiv.). (%) 0.60 max 0.56 Tons: Physical Requirements: Air Content. Volume, (%) Average Fineness (Blaine), (m2/kg) Autoclave Expansion, (%) Time of Setting: Vicat initial set, minutes SPECIFICATIONS Portland Cement Type UII (Low Alkali) A.S.T.M C150-07 Spec. Test Limit Result 12 max 8 280 min 344 420 max 0.80 max -0.02 45min 113 375max 113 Compressive strengths, (Mpa) 3 days 12.0 min 7 days 19.0 mjn Compressive strengths, (psi) 3 days 1740 min 7 days 2760 min Heat of Hydration 7 Days, (Cal/g)l(k.J/kg) "Test result represents most recent value and is provided for information only. 27.2 33.2 3942 4810 80/336 Subscribed and sworn to before me on this date: 3/1112008 P..:m , ()?fM~. Notary Public We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements of the ASTM C 150 specification. .~L/ Qual~ s Manager Certified 10 NSF/ANSI 61 ,..\".JtU,,1. !~~~\'.~~~% RITA AGUIRRE ;~! ~l:"~ Notary Pubic StatufTexas ~~." /~! Commission Ex,iru ~,>,t,f9.(~"# AUGUST 23, 2009 HE.DWA-W:~o~! Adding Value to Energy 1M Headwaters Resources, Inc. certifies that, to the best of its knowledge, the test data listed herein was generated by applicable ASTM methods and meets requirements of ASTM C-618 and AASHTO M-295 and TX. DOT DMS-4610 Report ofFlv Ash Welsh Plant. Cason. Texas Unit #2 DATE: March 7,2008 LABORATORY NUMBER: WELSH-2-1/29/08 MTRF #191 CA COMPOSITE DATE 1/8/08 - 1/29/08 ASTM C-618-05 SPECIFICATIONS TX, DOT DMS-4610 SPECIFICATIONS CHEMICAL ANALYSIS CLASS C CLASS F CLASS C CLASS F Silicon Dioxide (Si02) 33.90 Aluminum Oxide (Ah03) 18.26 Iron Oxide (FE203) 5.47 Sum of Si02, A1203, & Fe203 57.63 50 Min. 70 Min. 50 Min 70 Min. Magnesium Oxide (MgO) 5.70 Sulfur Trioxide (S03) 1.94 5.0 Max. 5.0 Max. 5.0 Max. 5.0 Max. Moisture Content 0.06 3.0 Max. 3.0 Max. 2.0 Max. 2.0 Max. Loss On Ignition 0.16 6.0 Max. 6.0 Max. 3.0 Max. 3.0 Max. Available Alkalis as Na20 1.55 Calcium Oxide (CaO) 28.32 PHYSICAL ANALYSIS Fineness: Amount retained on 325 sieve % 16.49 34% Max. 34% Max. 34% Max. 34% Max. Water Requirement, % Control 96% 105%Max l05%Max l05%Max: l05%Max Specific Gravity 2.66 Autoclave Expansion, % +0.02 0.8% Max 0.8% Max 0.8% Max 0.8% Max Strength Activity Index With Portland Cement, 7 Day 98% 75% Min. 75% Min. 75% Min. 75% Min. AUTHORIZED SIGNATURE: ~ P.O. Box 38 Thompsons, Texas 77481-0038 P: 281.343.0079 F: 281.343.0872 8 TXI corp. BRIDGEPORT STONE PLANT P.O. BOX 487 BRIDGEPORT, TEXAS 76426 TECHNICAL SERVICES LAB PHONE: 972-647-7232 FAX: 972~47-7244 1!II.1IiiID~~___.~~vn~~?mII~-IIiRiGI~"'---_.~-'RIMIIIiIIi_"""'" -1IIIIi!!~-- II DATE March 11, 2008 COMPANY/NAME MATERIAL 1" - #4 CLASS A TxDOT ITEM 421 GRADE 4 dI'IJIIIIDII~ m1~_.__IAiII!II~I-----_- - ~- _-.,_~__"'-".2"'.~._I"""'_~ .. .... 1.. TEST RESULTS SIEVE SIZE WT. RETAINED % RETAINED SPECIFICATION ~ METRIC 1 1/2" 37.5mm 0.0 0.0% 0 1" 25.0mm 0.3 1.2% 0 5 3/4" 19.0 mm 6.2 23.8% 1/2" 12.5mm 12.9 49.6% 40 75 3/8" 9.5mm 20.8 80.0% #4 4.75mm 24.6 94.6% 90 100 #8 2.36mm 25.6 98.5% 95 100 TOTAL WEIGHT 26.0 ~_ "'iIf::IRlIIaIIl~~&WHIiie_- -~~... ~HiIII.~~gm~~._~ SPECIFIC TEST RESULTS LA ABRASION 2.65 UNIT WEIGHT: 1.1 DRY LOOSE 94.3 LB.I CF. DRY RODDED 101.5 LB.I CF. 30 DECANT 0.6 3 SPECIFIC GRAVITY ABSORPTION SODIUM SOUNDNESS MAGNESIUM SOUNDNESS 7 ---......-- - ___ lI!I.l_ lllllJ><lT ____ :WI!f. ----------.-~--- Skeet Caruthers TXI REPRESENTATIVE @) TXI corp. TXI Concrete Sand TECHNICAL SERVICES LAB PHONE: 972-647-7232 FAX: 972-647-7244 ---..-.- ~ v-I&lII!' DATE k_ _...--.:;;......._.. ---.-:o,-,-;i;liJ.AllIIM'I_IalI*8IBl~....."" _~__~~~~""-~_~liIHI"~ March 11, 2008 MATERIAL COMPANY/NAME Concrete Sand ASTM C - 33 FINE AGGREGATE I..-.-..Q.__ __,____i!l8Ih.,~IS!iI*~!I~Iu~.~~ .........~~-. ...1~._~.,n..~~_o:..._r.:lIIIl_ TEST ReSULTS WT. RETAINED % RETAINED SPECIFICATION SIEVE SIZE u. s. 3/8" #4 #8 #16 #30 #50 #100 #200 METRIC 9.5mm 4.75mm 2.36mm 1.18mm .600mm .300mm .150mm .075mm 0.0 12.5 110.3 195.9 369.8 641.2 752.0 780.1 0.0% 1.6% 14.0% 24.9% 47.1% 81.6% 95.7% 99.3% o o 5 o 20 15 50 40 75 70 95 90 100 785.6 .... TOTAL WEIGHT ...--_-UIII--~~;m_..,...-. ."...---. v __lItIlV..~I""~_f~Lllt:4~~:JfI speCIFIC TEST RESULTS 2.63 ABSORPTION SPECIFIC GRAVITY 0.6 UNIT WEIGHT: DRY LOOSE DRY RODDED 100.7 LB.I CF. 114.0 LB.I CF. L A ABRASION N/A SODIUM SOUNDNESS 2 SE 97 "-'lIi1 MAGNESIUM SOUNDNESS 6 - J.--__ -L!....b...r.-- ...-_...~ ..41l1~.&.."___'I___-""....A. 11Ut~...-1!.~~;3IPI!!nII Skeet Caruthers TXI REPRESENTATIVE Grace Construction Products W.R. Grace & Co. - Conn. 4323 Crites Street Houston, TX n003 T 713-223-8353 www.graceconstruction.com 3/12/2008 Victor Villarreal TXI Operations, L.P. 1341 W. Mockingbird Lane Dallas,Texas 75247 Project Name: All Projects Product Selected: Daravair@ 1000 This is to certify that the Daravair 1000, a 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. ~~ ~ .-..-Yi.c<-"<*- Thomas M. Greene South Western Region Technical Services Manager LU Grace Construction Products W.R. Grace & Co. - Conn. 4323 Crites Street HouslDn, TX n003 T 713-223-8353 www.graceconstruction.com 3/12/2008 Victor Villarreal TXI Operations, L.P. 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 Water Reducer, 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: 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 Sale attached. ~-o .-.A 9ft:: ~ -'u """"""/ ~JI' Thomas M. Greene South Western Region Technical Services Manager DAvroN SUPERIOR' CHEMiC"A1:1DMStON ~ ",~,- rn ,.' m fecn~'l~c ~ Data PRODUCT DESCRIPTION: Surc.131 is ;) prernium grade bond breaker that aiso acts as Q cure for Ult-up constructiof1, Sure-Lift is a lorg chain chernically reactive compound 1hat 'Nill not interfere "A'ith lhe bondability of paints and coatings d.,:,;!gned for exterior concrete vv'hen applied accor~- ing t.o :heir manufaGturcr's inslructions. The orgamc cornpoiH1ds In Sure-Lift react with the lime in tile con- crete. During the cI'1!~mical rc<~cl ion. a gel is pn::>duced in the sur/aGe peres of the concrete slab forming a 'Nale. impermeabte barrier. This imperrne<ible barrier restricts mix .,valer (",,'hich is needed for hydration) irGrTI b(~inQ absorbed into tile casiing slab. The result- ing dC'.Im;ioe suface of the panel ,viII be stronger aneJ have a morc uniform, clearer appearance. Sure-Lift qml;'lins a ;ugitlve dye to aid In the application. Once an applicalion of Sure-Uft is dry. it resists light 8bra- SiOCl G8us,~d by fool ~rdffic during the setfng of reir;lorcing steel. PURPOSE: ?S a bondbreaker. Sure-Lift is llnSlJrpaSSei~ in provid- ing <; cle(?rl. e(~sy lift. fr) perform8nce testing, Sure-Li:'t rf;~uired less pounds of pressure to release .and (ill. pa;-,els than other majcr brands. Properly applied. Sure.Liil 'vvill not tranfer to or stafn :he panels. Paint- tnq of the panels can be perforrned (;'5 soon as the: rnZ'istwc conlf.!nl in thl~ concrete IS at an acceptable level for the paint manufacturer. Sure-lift is more reo s!stant to rain and weather than rBsin based l)ondt)reakers. ADVANTAGES: . Chemically reactive . Panels lilt easier . Resists rain and ',.veal.her -less reapplication . Clean panels, no resin stains . Reduces wailing period for painling . R~sists construction foot traffic abrasion . Saves money, covers more fl2 per gallo/) Uli'lfJ typical membrane forming t-ondbr8akers . Contams a fugitive dye for ease of ~lpplic,llj(lq APPLICATION INSTRUCTIONS: Curing New Concrete: Curing s!lould commence Immediately after the final steel troweHng and 'Nhen surface watur had disap- peared. It is rec(m1rnended, per ACI and AST~.1. to cure the concrete in accordance with ASn..1 C-309. SURE-llnTM('J~6) PremiLlm 8;:1110breCllr.er The use of the D~);-Cheli1 Cure & Seal: (J.22 or J- 23i @ 300-400 11"/g8.1 {7.4-9.B m~!L; provid'3S a mernbrane forming cure meeting ASTfvl C-309, as we!! as a curing rm~rnbrane 1I',at is compahblewitl'l Sure-Lift I-'lovvever. Sure-lift can also be used to cure the concrete slab. The limely HppJication 01 the cure coat is critic3110 the successful lifting of tl16 panelS. Bondbreaker Coat: Pour areas must be smOOlh, dense and v.rell cured. Clean area to be treated by sweeping or with com- pressed air. Just prior to placing reinforcing steel and wi1l11l11wo ".yeeks of pouring panels, spray apply Sure-Lift at 400 fFigal. (9.8 m~!L) to the point Df re- jection. Spray at rigl1t angles to curing wrnpound spray p<Jllern. VVait until dry. a I'ninimum of roVo hours. and applY a second coat before placing steel. Apply second coat at right angles 10 previ.ous coal. Cover. i1ge will typically be 550 toO 700 fFigaL (13.5 to 17.2 rniil). If light or white spots appear '.vilhin 10-40 min- utes after spraying, those areas are extra porous and should be fogged '...,ith water and resprclyed 'Nith SLJre- lift. Due to slab variables, such as rnix Ijcsigns ane! slab porosity, ;;;ctui;ll coverage rate can only be de- termined by the presence of a soap-like feci over the entire slab Sllfe-litt should not be over applied. Puddles and excess material must be avoided. Wipe up excess materia! with squeeguo or rags. 00 no! walk on areGs sprayed v.rith Sure-Lift until dry. Do not apply belo'olll 35r'F_ (2t'C} Do not apply Sure-Lift over frost or standing surface ',Vater. VV,~i1 until completely dry before pouring cor'lcrete. ,.'., ~ -'t,> Casting Over Old Concrete: VVhen casting over oid concrete ",...here Sure-Lift was not used as the curing compound, be sure Irlt1 cen- crete is smooth, dense, clean and suitable for pouring panels. It is essenliallhat El rnembrane of Sum-tift is formed at fhe surface prior to placing reinforcing steel and I,vithin two weeks of pouring panels. Flood slab with VltaLer and push off excess 'Nith squeegee. Imrne" diately apply Sure-Lift over damp slab to point of rejection, 300 to 500 feigal. (2.8-12.3 rn~iL) . Arter drying, apply a second coat of Sure-Uft 10 point of rejection at 400 to 500 IF/gal. (9.8-12.3 mZiL). The socond coat should be 8pplied 81 rigt1t angles to U1e ftrst coat. If light or 'lIhite spots appear within 20-40 minutes, reapply Sure-Lift. If light or 'NhivJ spots pt3r- sist 10g with 'Naler and reapply; ;"" i'~ ~,.~. ~' ~ ~i) ~ !~ j::: i~ 1M lri I (Continued on Sack) SURE-LIFlTM(J-Gl PrBn"liuri Bondbreaker Before Pouring: NW3;/S test casting sl3b by sprinkling a fev.: drops or ':.'[;Icr or Si<.l\) in 'l~l;"i:y,IS pi"lCG5 ".'Vater sho!Jl~ br~ad as i~ nn a .,...axf:d car. The en~ire Ir03ted 51..:;!:;. nllJst have H soap-type fee! to Ll-]e touch. Ii therE: nave been heavy Sh)':."CI5, heavy foot lraffic or excessive time ;.~pse. lesr \'latar mriY >;o'3K fflto sla:). TI~tS \Nould necessitate pulling steel and respraying. Foropt;mal p'3rformance, fog ,3rea wr(l1 vl/aler irnrnedi3lely bet,xc pouring, then squeegee off excess water. Hot Weather Procedures: In hot wC<:.lner, prior to the first bcndbrcaker Bpplica- LC;II flood the slat, \vitl1 "N,~ler !o reduce i1s porosity and to cool it dovtln. ;l,Her soaking the s~ab, squeegee o;f the exc:,,~;s v,;m(.:r, remnvil~(j alllhe !ree 'N3wr on HIE: SUlTace. :r,en proceed to 3pply~he fIrst t:ondbrea;\er COed. This procedure ";'JiII 21110"-" lbe bond breaker to reo nl2in on the ~;l1rf;1ce and nol 1;e absorbed into the slab. Exposed Aggregate: ;::'or :;.<.md-bed-cxposcd 8ggfCg~1:C p8ncls, spray sand '.viOl SiJ'e-LHl at :~oa iF/gel! (2 S 1112/1.) Then rake the sand and spray Sure-Lift again at 300 fti'igal. (2,8 m~/ L) COff!p,d sand Let drV 2 to3 hours then place 399reg2.1;:,. Do n:.Jt d1sturb Ifl8 ~~;jnij during placement oi aggrc.gate. Stack Panels: In ganGra!. care must be used when applying bondbreaker to stack panels. Slack panels lend to transfer water faster across their interface thus lead- in:! to slicking. It is recommended that (1 rnembr<.1ne fnrrning cure and seal (J-22 or J-23) be applied prior \0 the bonrJbreaker behveen each layer to lessen the cI)dnC€ of sticking. Painting & Coatings: Provided that Sun~-lift has not been over applied, painling of the panr~ls can be performed as soon as Ihe moistlJre content in the Goncrete is at an accept- able level for the paint manufacturer. Check with the painl manuf<'lcturer for recommendations. "'~, ,I"'" .~._4' ," 'I ;'_ '. ~,(~,,-,.;J;' . ..~I...'.... ,"!'1f C 1ft," \o.~.." \V j"I<"\< ,...,,~ ~....~,...' >'!v('P'I,.. ,,-. .? J>(~4"!'\. h''',_ ~ .\1'll"':! ,;~ In,~... 't, I"" -'\-1',1'..' ;,' ~ f'O..t1 ~ ~"" j)o''#J..;:t "'fM;;~'f\ . ;.~~f .;.H ~-~'j~"" f~...t N I~ u..... .;1 "" t'<''''"'n....': U!! ;.';~'~.1I1/; ~r' :''';,_,;; ll"""~~ .',..', t,-..: U': :\k""~ "",..., ;.~4(oItT" 'to ~~~., ":~.Hr:t': ;"U:.t..:r ~:"-';r~F; .., :o._n~ e..,. '~,I-..M(' '.'t:c'I",....I'. -,~' <,H~.".. ,..-.,., ..A.~ I ~~.,-,;:f}..'.. ;~,;..<'".~~... ;O,...~J"t....r'\~<o'<.)(.,",.:,'.......\.l,cv-I..,y~;..n' 1';: ~ ~. ;)-,.-- "r"~ ,~~A' .; t-l"'>.......~,.. -~,;~ ~.~" ~ V~.f..', j ...~....lrr... ''''''<~ .., .,.....,.;J ~:;.ii:" ""-;',; , '." ;"0;'" #.~. ='>. ...:.-1 .', ,"""1:"- ''''''10; f~or '-;"'~\"nl-" ~,,,.t ,~...~! "'*' ,;;~, ,a", ~~';.'1" 'H' ~:' '~;.' $0".0 ,_ 'u.'. ~:~ ",,'~h~'''1- "" ~n.~ :J.->'. "",,~'~s:. t ;~.... .~~,Q'l;' j to, ~~ 0',.. "'~~H ::pI.l,? ~"l ,1.' "l ~~,.... "0 1 >0"41,' , ;C) :~,~< '.~:( '1< in.. ..:.~! ~ hl: t..,. <.:-< "".~ ,.~ ......*,.~,._ -<'.~..t> ,..11" ."..... ,_" *. i_ "."":'~ "I'~~'::'~""'r.' ~'... _4 n..._ ,.# .'.-.1.....,.- ..,'....._....~.-h. .'....... ~ 'I~t....c _ .. ,.;"':":.~...~."'.- ,:,\",.., ,'_ ..l..........,$-> ;~!~~("'._,"".~'..~ ~~"'.:-__t....,;..~"'....Il,,: l./.-}..te", !,:::'O';:.....,.l!!.{~"....~-e :. '~~:: .;<: "_~~:? ~;~..~ ~,j.:~ ~;;.~~~;~~~. ;~~~.: ~:~l 't~::;--;~~:':' :;-:~;: l(~ i~~ ;;;:#~:~~:;:".::/;,r:;1~:f-:~;;f(; .~t ::"I~r:.~ .~-:i .~: ,N' '::n<::l:.:......-:-~!.. ",j"- ',t:r;Jl ',.';.U-':U..'~'. ..~ ~~l,r~:; ~'.s~ .. t'J,,".h:~'l._....", .U:;.'t';:.:.& K.PIJ.. _. 't.~.......,....tJ"{'4~t'~~. :::', 't:>i",'~ =.;:.n: t.o;,~"! "-:<<:~,l Jr. ~J~: ~W- ~'-::-::..:"I."~ "t' l~f...,.-.(~. ,.~.:: 'Uii.~ t~.r ,~, , ~11" .<,~r'j "'0 ~( ; _ "";.,.,, !., l '......,..' ',uM~' '"o;,.....,r. (. "",.',,\"" ~-...I .- ~'"". ';>0. ~'f~__'" - ....oT' ~....;l ,~ ''l',,,,~', ,~. ..~.t.:" ,:,*,"",~." "~".' ,,.t.,'.:.' ,~.l~>,.,..~" ,h.............~~~:..~.l........... ....,",.,..~.,...,;..-...:r~ .~<'I..,~~..".... 4"'1~ l4"~-':"''; ~.n.{' ,., _I' ~ :. ,.~. ~. ..~: t... .....: ~~. I;;--~~~"'::;' ~.lt-4... o(,.'~'" "'<:>h~ ...,;:.~,' I -#'...,.; ':>c"'iJ:. (~I..."" 1...:-.....4_"'1 ;~.~:~l ~_~ :' :': ';~ ~,l,~r~~~~:: ~~: ~:"~ ~:~:,_~:.- ::: :..~.t:;>~::;;:: ~'::~ ;~~':.~~ .:~:~ ~~~;::~~~~:~~t;: ~ ~';~ ~:';'~;;~ j!"o<~ ~:I't''';'~ r~t.~; ~_ :_.'~:<l I'h ~;_,.~. ...~,,'; t~; '::~~:""1!'"1a.,,,,n--.. ~ V':~""'" .::.;:.r.~~-dlr.(-~~f-a' ,., ,t#~~.",~'. lh." ,f ." to"..... _' ~ F; ""'-' H r: ~'$<! ,....,t -.* ~_ .... .~~. ''\,1\.<;'''''''' ...._ .'.H.." ,f' -<> :,'~,'J#t"q, .' ;..., "'-' .~. . _.-..; ." ,. ,. I:,h~~": .........., ,_ 1-.0/" '.l" ,~~:f 0'" .-,1 ~~ ~_I ~...',",""" po.. ............"'" j)~.." -" ~ ,. ..,. ....-..0.1 <'f~ ~"" ",'dd. i'~'''''''''.'''~ ';" =~....,-,,.;., ~...."~t~f,,,.,~... *"'" ,.. .",. ,1";J. >~~, \.... " ~. . .lIo4"'1 r ~..t.." Migrating moisture from the concrete paneL not Sure- Lift.. may cause the paint to blister. Painting and coatin~l manufacturer's instructions for preparation and appH- C[ition of their product supersede inrorma'tion therein. Approximate Coverage: Cure; (Smooth Finish).. ...400 ft2.fgal. {9.8 milL) Bondbreaker: First Coal: (Smooth Finish)....................400 ft"/gi:lr. (9.8 m"iLl Second Coat: (Smooth Fi;lish}..,,550.700 ft.~fgaL (13.5-17.2 mi!l) Rate is dependent (>f1 stab porosity. '~vjnci and tern- pcraturo, DRYiNG TIME: 2 Hours at 70' F (2F'C) PACKAGING: 55 gal. drums (20Bi_) 5 quI. pails (189L) CLEANUP: Tools! Equjp use: mineral spirits, :1uphtha, xylol LIMITATIONS: '.;\fail until Sure-Lift is completely dry before pounng concrete. Do not apply 10 reinforcing steel. tlVoid over application. 'Wipe up puddles w!th squeegee or rags. 00 not walk on Surc"Ult until dry, if rain OCClIrs '""hile Sure-Uft is drying, check for reapplicatlon. For opti- ma! performance. fog the pour area with 'NDter immediately before pouring concrete. Shelf life ior un- opened containers is one year. Do not apply below 35"F(2"C) WARNING; Flammable rnir-lure. Use in \'\'ell ventilated areas only. Do not apply near open flame. Do not take internally, If splashed in e~les, 'vvash repe<ltediy with ''I'/3to::'r amI call physician. Causes irrHation of skin ()f1d eyes. Re- fer to tvialerial Safety Data Sheet for additional information. Visit the 'Nebsile at: w.......w.daytonsuperiorchemical.com Da:ton Sl:l1erLJ.f [r;;m{c~~i Dh<~~,;on CC~:;-a;iC~1 '122€ K.:in~;:5 1\I.fe::-~i'=. ~~i':Sa~ (:A): t{;S t;.5 j C'€ r~;(~horc :~H 3) 723 -.1750 2.(JON "F=OR INn! I~TRJ.lll II~F ONI Y" DAYTON SUPERIOR" Specialty Chemical Corp. With the hot weather upon us with a vengeance, it is most important for all of us to re-acquaint ourselves with the necessities for a successful bondbreaker application, Fi(st and foremost - be ramiHar with our Technical Data Sheet! 'We state, "EVEN THOUGH THIS COAT IS APPLIED AS A CURE, THIS IS THE FIRST AND MOST 1~..lPROT ANT BONDBREAKER COAT. IT IS ABSOL.UTEL Y NECESSARY FOR SURE.L1FT TO REMAIN AT THE SURFACE OF THE SLAB." Any aggravating factors in the placement of concrete are also aggravating factors to tilt- up construction and the successful application of a bondbreaker (high temperature, low humidity, ''vind). These facters. coupled with an open concrete finish, excessive fly ash and time elapse after finish.ing prior to applying a cure coat, create problems with the perf()rmance of a bondbreaker. We want - rather NEED - to have the bondbreaker remain on top of the surface rather than absorbed into the concrete. If the contractor waits too long after finishing to apply the curing coat (or in hot weather), first mist or fog the slab with water. remove the excess \illater with a squeegee or by blowing with compressed air, then immediately spray a coat of bondbreaker as the ellre coat. & BOND BREAKERS There are three quick checks that you should do that will assure you of the parting qualities of the treated slab: a) Sprinkle water on a dry area of the treated slab, The water should bead up and roll around like it would on a newly waxed car b) The treated slab should feel like a waxed typed finish to the touch. c) A small amount of the bondbreaker should roll up under thumb pressure, Most important... .prior to pouring cencret.e in hot weather, 'Net dC'v';n the casting siab and rebar with plenty of low pressure, clean water. This '.vill cool down the rebar and the concrete. The surface temperature of the concrete can reacii 160 degrees F during hot "'.Jeather. The cement may then flash set around the rebar and transfer the rebar patterns. Do not let the water sit on the cast1ng slab more than 15 minutes prior to pouring concrete. Final note: agitate the drums of the J-5 using the built-in agftator before each application of the bondbreaker. Reiling the j-5 drums is not sufficient agitation. __....'......".,~...._. ~ .,_,.., ,"'" .'_,'_<>~_" ,--, _.~,"'" 'k www. daytonsuperiorchemicaLcom rJj ror.:1 U ,..... E-c U <~. ~~ ~~ ~E- ~z t;'dl:il ~~ ~~ s: E-4 o == bll Cl) ..c; IU "d ,g ~) .5 .t:J ~ ;; = s.. C';l ] g :, ~ ~~ g o I:; e' la. 5 ~ ~ -6 t:Bc. .:.aQ~ ~ ....." e; (.) e ~ == o ~ e.o ::: u U') 'C :; g..cle ot).....= 'e .... 0 "" r:: 0 a ~~~. v ~c.. .c. c. - .... .c ..c; <:> .,0 (.) .... ..A':= 0 ~ ......... _C';l .a acetl ~.... s.. o 0 = eil-~= eo;:?", ~ u.... = a ..g't: C'% ~ ~ g .~ a~ ~ ~ ~.: o:tQ~ 0':= ..... C';lC'; U._ c.;:::~ se ~.c .. 'd ;.0. - .... C';l _-.;i ~ ;0-. C Q ~ "" C. .- "d --0 -..."""" "0 12 ~d8 s..=_~o fu E-c -- Q ,e.... e .,0" <~i:' 'Co.. e~ic -..s-5 ,""",,,...-a .. ~~ w..= ..-... e:gcf ~;;:~~ i~ ~..s:= ~~ fj ~ ~ ~ ~ _ :::- ~<;;ll..BS ~g ~,~ "i$.if......:O..d.~~ o "0'" e"" = -= UI U QI U <.I " .......... 0 a.... ;:; s.. _;: Q;fQ.aCQ-= e ~;.< . U U U .;;..,1:: u - ::J ,90 (;.) 1;t.,g e: c. r-::- CII ~ gf ~ ~~.s 8- g ~ E ~~._t:: ~ ..=:..... ..t (.;I ~ 0 -- ~ c; = .J 1: .... ~.. J",.. e ...... ..... -~ en (j,) >';~::J c;8~~a5..::1 'is....c; 't:i U :'.l ;>-..! c.".... "":. c. .- 0 =.... s.. loo Co> " t:S s.. 102 !'t 'g:: 8 .. = Clil ~ ,l:: ti :::: ~ +:; ... 0 t:) ct:l ,.Q '" Q ... 0;: >.<<= s..Z-<.I~UUClil 102>=-C~ s..u Cl18 0 ~'''=-~~ca II....>!....U:; <'Ooa~e~~..8e:a.sc~ .. Q C) ..... .0 0 ell '" 0.... E-.!::! s.. ~ ~ ,.. fs:. I.. eb"ai ...;:: <OIl'..c.g"'c- e==!jQ 0... -C:QOc<n'Cc:rj.,,,, "'O::a~-O"'-lc:rC::ic:..U<h u=o~o:.;..~Flocg~ ~=vu;~u.::;c..e:r.J~ cr: ..co 1..; :::;. S::C2 gif u i--:c.. ~=: ~ Nf""i ~V'i cJ s.. ;::l '" :a s.. c. .c e ::l ..c; - to., (.) "Q = ::l 0. ::;J = c.,e .....C';ls.. .~ijE ""''dt'.l ..tt.: loo< e J.: vct.o" (,#.t:l,o.... .cQr::~ ()~o3 =..0", "'.3-" ~~Qo= '.'IJ~-:::l <:.>s..=1- ~ Q ~ == ~ e.:.i -c. ~ ~. .'" e_f Q.,o-..r;; ::a '"0 g ~ :: == I: 0"" ~ -<:;x ...: ri ("l' KUREZ H VOX .. ... ~7' ,. .. r-- -------., I CONSi fW~1 ;~~l;f);CTS FOB I I ~J ~ :;:::;: ! , -:' -~~.: ":.. ! \' , :\ St,H,R ENViRONMfNT l j GENERAL PURPOSE CURING COMPOUND r=-~-=~=-'.. .m....... ..... .-------. I KUREZ H vox is a reduced odor, water based liquid I rnC-mbri?ni) 10rrninrJ curing compound lor new concrete. Tl1e membrane aIl0':.'3 the CO;JC~8te to retain sufficient I mois.ture.,iO 2-d]!;]V.? th.e designed strongU\ and ex- , cc(:()S /\'0 TM soeCi1lCations. 1 PRIMARY A~PLlCAT10NS i . Exterior paving 1 . Decks ancJ parapet 'Nalls .. \t'/aHs and GOrumns I> Industria! and cornrnercial floors . Resiejentia! concrete . Sic'ewa!ks. curbs and gutters . Intf?riar 2nd Gxterior concrete FEATURES f BENEFITS . Forms ;t:'l ellic;'vnt moislurEl barrier 10r (;plrH1urn cur. ;ng of conerHte I> Helos harden concrete through t:-,8 promotion of propor cement hydrallon .. Suitable replacement tor solvent based curas where fumes are objectionablo . Dos:nneeJ for inl(~ricr or exterior applications ~~GJclc;AII ON$JG.QMP I"J8JtC.l;"$. . T!,is product tlH~0ts all air quaHty standard:.; lor Cair- tcm13 Ne'.... Jersev and locales 'Nith similar clean air , . restrictions . 1\i1Cf;1S ASTM C-309. Type 1, Glass I~. & B . Meets F,ASHTO M-148, Type 1, Class A & 8 . Acceptable ior U.S.D.A. approval . This product nie(~ts V.O.C. conlEmts in accor(jance to EPft. 40 CFR Part 59 TabJe 1 Subpart D tor Concrete Curing Compounds with a maximum V.O.C. conlen! 01350 g!i PAGK8G!NG KUREZ H VOX is packaged in 55 gal {208 bt8') drums, 5 gill (18:9 Hler) pails and 6/1 gal (3.8 liler) units per case.'. I I ", . ... .1 TECHNICAL INFORMATIQN . Typicat Engineering Data The foll~Jing resulls were developed unde' l.oor.:ory condit!ons.. . . I Drying Time. ...........................................1 hour . foot Traffic: .......................................2-4 hours Wheel Traffic: ..................................6-10 hO!Jrs VOC Content: ......................................... 344 g/l Shelf life: 1 year in original, unopened container Appearance KUREZ H VOX is a pale yellow, opaque liquid. AflQr application; the film dries clear. Heavy applications an(j/or prolonged exposure tu moisture will cause U',e cured film to have a !T1;ik)J appearance. Drying will ano'N the membrane to become clear again. Product has moderate UV resistance and may d:scolor in sunlight. I , , I 'Coverage rates assuma hard tro'Ne!ed floors. Cover. I ___ i age viiH varflrorn tr-IO above rates depending onsurlacr3 i porosity and texture. AVOID EXCESSIVE BUILD.UP. I THICKER APPLICATIONS MAY LEAOTO DISCOL- ORATION AND IMPROPER: SEALER PERFOR- MANCE. .cOVER,AGi;.: ft~/gaJ (m2/liter) 300 (7.4) 200 (4.9) Smooth Concrete Tf:;xlureci Corcro10 pIR~knQ.N~.EQBJ.1~!; Surface Preparation-This procuctis designod for use on fresh concr~t8 only. The concrete surface shoud lirst be finished 10 tile d(~simd texlurfJ. Mixing-,A,gitate before using. Material may separate during long lcrlll storago.l,,1ilcJ agitation is recommended before usage. Application-A.pply at a uniform coverage by spray or roller appilcation. Product rnay 0,:) sprayed with a hand heid "pump-up" sprayer or '.....,.Ith an airless indlJstrial spru)'er. If roller applied, use a short-napped s~eeve. The Euclid Chemical Company is ISO 9001 Certified Cert,fr109877 ,~', '1Effi .),,-rr"'" r- CUTing-;,X ~~e best cure 01 fn:;sh~y p'3Ged cone':10"'-II.-''''' I QPply KUREZ H VOX as soon as possible afterfinishing , I opora:ic/:!5, and/or immedialely after 1J'";{~ dis2ppear- I anee of the "sheen" of su:iace moistL:'8. ~ I ~ I l i I f , r f i ( I ! ! I i I i ! "I ~ !;P.J,-J;BJ:l;:.M_Q.\L~L. Dr:ed, cured sealer may be removed 'Nitl, pine lnsod Cle;Jr0:s in \.vater 'Nith ~lggri)$sive scrubbing. KUREZ H vOX .m2y ,,If;O :')() romo,/()(1 using hiOh pressure water spi?J'/ers. C"l-.~t\t~H)'P Ctean tools 2nd equipment 'Nith 'N'arrn, soap~l water befor01he I<UREZ H VOX dries. PRECAUTIONS I LIMITATIONS . Product is unusable if allOl....ed to freeze. Store be- ;'.'H)(Jn 50-120"f (10-50"C). . Fer bss! application resultS, product temperature should be bet':.'een 50-1 OO'F (1 O<~$C) with amb~ent and surfaco lornperaturHs bet\Ne0-tl 45- 11 O"F (7. 45''C). ~ This produr..;t should no! be uSlJd under most carpet ,>.n(J tito f1dt~CSlVE:S unless complotely removed. ll.tt.::(- native options include the use of KUREZ DR VOX or EUCOSIL. . Do not use as bond txeaker for tilt-up construction. .. [)o not subjco{;t to rain or I/o/ate!" tor 2 hours aHer application. . Uso as a cwir-,';J compound (y)1y, KUREZ H VOX is not :nll)nd(;() tor use as a concrete seater. . D~ie.j Urn may become milky in appearance in pro- lonG(~d oxposure to rrioislure. . Not intended for use on architectural concrete panels Lwii.:!sS cClri1ple18 removal is planned. . For iO'N odor job requirements uSe KURE7.' 'N vox. . For strict compliance wW, AU'.,1 Rule Regulations prescrfbed by The 1990 Cletin Air Act, thinning of this prof.iuC: is fIot a1!c'....cd. ~ R cQ. j". ",r..c. d C.C.ll'tP any ,-" ~-- I rf"'~"";~~.' 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