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Tax 2011B-SP120921 (3) • 14„ 444 Dvi SUBMITTAL DATA FORM CONTRACT: Street Improvements @ Vanbebber Drive 2011B #Q-0612-01 ENGINEER: City of Coppell,Texas GENERAL CONTRACTOR: CPS Civil, LLC DATE: September 19`h, 2012 DESCRIPTION: Concrete Batch Design—Roads, Driveways,Alleys& Sidewalk -I-I in 1.245 SUBCONTRACTOR/SUPPLIER: Redi-Mix Concrete SUBMITTAL NUMBER: 005-RevO CONTRACTOR'S STAMP ENGINEER'S STAMP CONTRACTOR'S CERTIFICATION "Having checked this submission,we certify that it conforms to the requirements of the Contract in all respects, except as otherwise indicated." CPS CIVIL, LLC. Prepared by: Signature: Candic u phy Title: Project Admin Date: t I- 2 Reviewe• : Signature: l° o•ert Farrow CT Title: C.O.O. Date: 04 - I'I-12- / I This review does not relieve the originator from errors and omissions in these submittals and from O responsibility for complying with the requirements of L ir the contract documents. q °%�° tf � S #z _ ; a � t �a• s ��+�" rr� r' .,; � t s�� K�x t�Sc3�s�"k ?� � � V:15 Cr Lane Drive . 1 ' r ,TX 75137. `972.674.29504! F 972.6 www.cp s ,` i.°�rri DI�MIX CONCRETE) September 17,2012 Redi-Mix Concrete,L.P. a US Concrete Company To: CPS Civil LLC The Technical Service Department 331 North Main St. Project: Vanbebber Dr Improvements-Coppell Office.(817)76039 81 ) Office: 7)835-4100 RE: Submittal Provisions Fax:(817)439-6701 RedimixQC@us-concrete.com www.us-concrete.com Enclosed you will find the necessary submittal documents for the referenced project above for your review. Redi-Mix's 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 C 1077.Redi-Mix will also guarantee the strength performance of the mix designs submitted for a concrete temperature between 55°F and 95°F provided the design plastic properties are not exceeded and the concrete is placed within 90 minutes of batch time.This concrete temperature range shall not supersede any temperature specification.All concrete should be placed and cured with the appropriate ACI guidelines and recommendations for hot and cold weather concreting. Redi-Mix cannot be responsible for non-conformance of strength if cylinders are not cured per ACI 301,section 1.6.3.2.d. Hot weather concreting practices will require you to order ice and/or chilled water to meet concrete temperature specifications. The purchaser shall be responsible for precautions taken against excessive wind,heat and low humidity per ACI 305 guidelines. The purchaser shall assume responsibility for any concrete defects related to the finishing process (cracking, scaling, dusting, delamination, discoloration,etc.),which is beyond Redi-Mix's control.This includes proper preparation,compaction and wetting of subgrade as well as proper spacing and depth of joints and rebar. During periods of cold weather,all concrete surfaces should be protected from freezing for at least the first 24 hours after placement to allow the concrete to attain a compressive strength of 500 psi. Should the purchaser elect not to order temperature control measures,the purchaser shall then assume all liability for costs associated with rejected concrete due to non-compliant concrete temperature. According to ACI 304.2R Section 4.2.1 "Placing Concrete by Pumping Methods",the inside diameter of the hose should be a minimum of 3 times the maximum angular aggregate size of the concrete. (ASTM C33 allows#57LS to have up to 5% retained on the 1"sieve). It is recommended to minimize or eliminate the free fall of concrete to avoid loss of air content. Depending on boom configurations,alterations to the mix design may be required.With regard to pumped concrete,the various boom configurations,length of hose,line reductions and free fall distance are beyond Redi-Mix's control and we therefore cannot be responsible for loss of air content or any costs associated with either rejected fresh concrete or the removal and replacement of hardened concrete due to non-compliant air content. We thank you for allowing us to submit these documents for your review. Please copy Redi-Mix with the approved submittal. The approved submittal allows Redi-Mix to review any notes,comments or exceptions made by the engineer or owner relating to the specification. Failure to notify us prior to first placement shall constitute acceptance of the submitted mix designs and submittal provisions. Please order by mix number when scheduling concrete delivery. We request that you add Redi-Mix to the list of names receiving copies of testing laboratory information for this proiect. ASTM C94 entitles a manufacturer to receive copies of all test reports when strength of concrete is used as a basis for acceptance. This information is another tool for Redi-Mix to review and monitor the quality and performance of the concrete product delivered. The information within this submittal is confidential and the exclusive property of Redi-Mix. It shall not be disseminated to third parties without written permission from Redi-Mix Concrete. Please contact Technical Services with any questions at(817)835-4186. Respectfully, Carol Dunn Technical Services Supervisor THE NEW RESOURCE FOR THE CONSTRUCTION INDUSTRY CONCRETE DI�MIX Date: 9/17/2012 CONCRETE) Mix Number: 10L11524 an EF Technology Mix Design Redi-Mix Concrete, L.P. Strength: 3600 psi © 28 days a US Concrete Company Description: 6.0 SK 20% ASH AIR NR The Technical Service Department 331 N.Main St Plant No.: 259 Euless,TX 76039 Customer: CPS Civil LLC Office:(817)8354187 Fax: (817)8354074 Project: Vanbebber Dr Improvements - Coppell RedimixQC @usconcrete.com Usage: Paving, Alley & Driveways www.usconcrete.com Saturated Surface Dry Weights Per Cubic Yard Material Source Quantity Vol ASTM C150 Type I/II Cement Cemex, Balcones 452 lb 2.30 ASTM C618 Class C Fly Ash Headwaters, Independence 112 lb 0.66 ASTM C33 No. 57 LS Martin Marietta, Chico 1825 lb 11.21 ASTM C33 Concrete Sand Redi-Mix Concrete 1268 lb 7.75 ASTM C494 A & D NRWR BASF Polyheed 1020 2-4 oz/cwt ASTM C260 Air Entraining Agent BASF AE90 1-4 oz/yd 1.08 ASTM C94 Water 30 gal 4.00 Total Volume: 27.00 Specified Slump 4 +/- 1" Specified Air Percent: 4.5 +/- 1.5% Wet Unit Weight: 144.7 Ib/ft^3 Design w/c ratio: 0.44 E t' The use of an EF Technology mix design will reduce the amount of CO2 entering the atmosphere, thereby reducing potential global warming. Technology "Your Project, Our World" Notes: Please make sure that redimixqc @us-concrete.com is on the list to receive break reports. This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete.It is the responsibility of the purchaser to determine whether this mix design meets project specifications and is appropriate for the anticipated environment conditions.The specified strength guarantee per ASTM C94 will not be effective unless field sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C1077.In the event of limited material avaliability,substitution of a similar performing material may be required.All substituted materials will meet the appropriate ASTM requirements.In order to maintain the required mix volume,weights of individual materials may be varied to accommodate different material specific gravities.Material certifications for substituted materials are avaliable upon request. All Redi-Mix Concrete mix designs are proprietary and confidential.The information contained in this submittal is only intended for parties associated with this project to validate the mix design materials,properties and its performance.Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited. T H E us N E W R E S O U R C E F O R T H E C O N S T R U C T I O N I N D U S T R Y C[1 F —F MIX 10L11524 ACI-318 STATISTICAL ANALYSIS MAX 77 73 5.50 6910 7403 1503 6.0 MIN 54 36 2.50 3395 4393 167 2.6 No. 30 30 30 29 30 29 30 MEAN 67 57 4.08 4693 5673 942 3.9 SD 5.0 9.0 1.12 872 867 342 0.9 COV% 7.5 15.8 27.5 18.6 15.3 36.3 22.6 DATE CONC AIR 3D 7D 28D 56D 7-28 Air % YY-MM-DD TEMP TEMP SLMP STR. STR. STR. STR. GAIN 2012-01-31 70 61 3.75 4320 4533 213 2.7 2012-01-31 70 64 5.00 4720 5360 640 4.2 2012-01-31 73 70 5.50 4150 5060 910 4.2 2012-02-01 66 48 3.50 4080 4640 560 3.0 2012-02-01 72 70 2.75 4150 5137 987 3.0 2012-02-02 66 54 4.75 5820 6883 1063 4.8 2012-02-06 64 55 4.25 4070 5573 1503 3.7 2012-02-07 70 57 5.00 6775 3.1 2012-02-09 57 36 4.50 4695 5260 565 3.9 2012-02-15 68 55 2.50 5090 6400 1310 2.6 2012-02-15 70 55 2.75 5560 6430 870 2.8 2012-02-15 70 55 2.50 5220 6483 1263 3.5 2012-02-15 73 66 2.50 5270 6120 850 3.3 2012-02-15 75 72 2.50 5090 6293 1203 3.2 2012-02-15 77 73 3.50 4910 6143 1233 3.4 2012-02-16 64 45 3.00 6290 6950 660 3.5 2012-02-16 64 48 3.00 6910 7077 167 3.4 2012-02-16 64 48 3.00 6250 7403 1153 3.2 2012-02-23 64 64 2.50 4980 6007 1027 5.2 2012-02-24 54 48 5.00 3925 5167 1242 4.5 2012-02-24 54 48 5.25 4785 6083 1298 4.5 2012-02-24 63 48 5.00 3395 4650 1255 4.9 2012-02-24 64 54 4.75 3540 4903 1363 4.4 2012-02-27 64 55 4.75 4560 5637 1077 4.7 2012-02-27 64 55 5.50 3670 4613 943 6.0 2012-02-27 66 61 5.50 4005 5053 1048 5.0 2012-02-27 70 64 5.00 4415 5430 1015 5.3 2012-02-29 72 64 5.00 4400 4843 443 3.2 2012-02-29 66 54 4.50 4290 4897 607 4.2 2012-03-02 64 61 5.50 3540 4393 853 4.8 Page 1 I)I-MIX Date: 9/17/2012 CT Mix Number: 10311524 an EF Technology Mix Design RedFMixConcrete, L.P. Strength: 3000 psi © 28 days a US Concrete Company Description: 5.0 SK 20% ASH AIR NR The Technical Service Department 331 N.Main St Plant No.: 259 Euless,TX 76039 Customer: CPS Civil LLC Office:(817)8354187 Fax: (817)8354074 Project: Vanbebber Dr Improvements - Coppell RedimixQC @usconcrete.com Usage: Inlets, Sidewalks & Ramps www.usconcrete.com Saturated Surface Dry Weights Per Cubic Yard Material Source Quantity Vol ASTM C150 Type I/II Cement Cemex, Balcones 376 lb 1.91 ASTM C618 Class C Fly Ash Headwaters, Independence 94 lb 0.55 ASTM C33 No. 57 LS Martin Marietta, Chico 1825 lb 11.21 ASTM C33 Concrete Sand Redi-Mix Concrete 1353 lb 8.25 ASTM C494 A & D NRWR BASF Polyheed 1020 2-4 oz/cwt ASTM C260 Air Entrainment BASF AE90 1-4 oz/yd 1.08 ASTM C94 Water 30 gal 4.00 Total Volume: 27.00 Specified Slump 4 +/- 1" Specified Air Percent: 4.5 +/- 1.5% Wet Unit Weight: 144.4 lb/ft^3 Design w/c ratio: 0.53 4 The use of an EF Technology mix design will reduce the amount of CO2 E entering the atmosphere", thereby reducing potential global warming. Technology- "Your Project, Our World Notes: Please make sure that redimixgc @us-concrete.com is on the list to receive break reports. This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete.It is the responsibility of the purchaser to determine whether this mix design meets project specifications and is appropriate for the anticipated environment conditions.The specified strength guarantee per ASTM C94 will not be effective unless field sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C1077.In the event of limited material avaliability,substitution of a similar performing material may be required.All substituted materials will meet the appropriate ASTM requirements.In order to maintain the required mix volume,weights of individual materials may be varied to accommodate different material specific gravities.Material certifications for substituted materials are avaliable upon request. All Redi-Mix Concrete mix designs are proprietary and confidential.The information contained in this submittal is only intended for parties associated with this project to validate the mix design materials,properties and its performance.Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited. T H E N E w R E S O U R C E F O R T H E C O N S T R U C T I O N I N D U S T R Y CrPj'',FE'TF MIX 10711524 ACI-318 Statisitcal Analysis MAX 97 104 5.75 4220 5203 5620 1657 5.7 MIN 55 46 3.00 2330 3605 3830 723 2.8 NO. 30 26 30 30 30 19 30 30 MEAN 82 80 4.72 3066 4158 4670 1091 3.9 SD 11.0 14.0 0.76 358 395 468 232 0.7 COV% 13.4 17.5 16.2 11.7 9.5 10.0 21.2 18.5 DATE CONC AIR 3D 7D 28D 56D 7-28 Air YY-MM-DD TEMP TEMP SLMP STR. STR. STR. STR. GAIN 2011-08-02 90 93 5.00 3220 4290 4640 1070 4.8 2011-08-09 90 84 5.50 2750 3703 4270 953 3.5 2011-08-10 93 99 5.50 2880 3933 1053 4.5 2011-08-11 93 90 4.50 3000 4415 4730 1415 3.2 2011-08-15 97 104 5.00 2760 3640 880 4.0 2011-08-22 82 84 3.50 3220 4270 4760 1050 4.8 2011-08-23 82 100 4.75 3100 3977 4430 877 4.2 2011-08-26 97 4.50 2765 3605 840 4.0 2011-09-08 86 5.50 2795 3715 920 4.1 2011-09-09 82 70 4.50 3140 4317 4640 1177 3.4 2011-09-09 81 70 5.50 2820 3687 3830 867 3.0 2011-09-09 84 70 5.00 2910 4417 4400 1507 3.0 2011-09-09 88 88 5.50 3370 4477 4660 1107 4.2 2011-09-12 81 82 5.00 2330 3987 4160 1657 4.0 2011-09-12 90 84 5.00 3225 4440 1215 3.0 2011-09-16 91 84 5.00 3300 4205 4880 905 5.1 2011-09-19 90 84 5.00 2620 3790 4550 1170 4.0 2011-09-21 84 79 4.50 2900 3857 957 2.8 2011-09-28 91 88 5.75 3060 4250 4690 1190 4.2 2011-10-07 86 81 3.00 3050 3773 4170 723 3.8 2011-10-17 86 88 4.75 2830 4277 4700 1447 4.2 2011-10-25 79 81 4.00 3620 4540 920 4.3 2011-11-01 72 70 4.00 3500 4667 5430 1167 3.3 2011-11-01 84 77 3.50 4220 5203 5600 983 3.1 2011-11-02 70 64 5.25 3120 4110 4560 990 4.5 2011-11-23 55 50 3.25 3000 3777 777 2.8 2011-12-09 57 46 4.00 3590 5047 5620 1457 3.1 2011-12-14 66 70 4.00 2820 4067 1247 4.1 2012-01-12 61 5.50 2935 4185 1250 4.2 2012-01-16 64 5.75 3140 4115 975 5.7 Page 1 2580 Wald Road CEMENT New Braunfels,TX 78132 CC-mcE Telephone(210)250-4100 MILL FAX(210)250-4044 Customer Service TEST TXDOT MPL#99332 Telephone(800)492-9004 REPORT Material#1442809 FAX(210)250-4153 , Cement Identified as: Balcones Type I,Type II Low Alkali Date of Report:08/01/2012 Plant: CEMEX Cement of Texas, LP Beginning Production Date: July 1,2012 Location: New Braunfels,TX Ending Production Date: July 31,2012 CHEMICAL REQUIREMENTS 'Spec.Limit TYPE I TYPE II I TEST (ASTM C-114) (ASTM C-150) Low Alkali Low Alkali RESULTS Silicon Dioxide(Si02),% Min --- --- 20.2 Aluminum Oxide(A1203),% Max -- 6.0 4.6 Ferric Oxide(Fe203),% Max --- 6.0 3.4 Calcium Oxide(CaO),% --- -- --- 64.8 Magnesium Oxide(MgO),% Max 6.0 6.0 1.0 Sulfur Trioxide(S03),% * Max 3.0 3.0 2.6 Loss on Ignition(LOI),% Max 3.0 3.0 2.2 Insoluble Residue(IR),% Max 0.75 0.75 0.16 Free Lime,% --- --- --- 1.5 Alkalies(Na20 equivalent), % Max 0.60 0.60 0.52 Na20 Equ.@ 95%Confidence Level --- -- --- 0.52+/-0.02 CO2 in Cement,% --- -- --- 1.3 Limestone in Cement,% Max 5.0 5.0 1.4 CaCO3 in Limestone,% Min 70 70 93 Inorganic Processing Addition,% Max 5.0 5.0 0.6 PONTENTIAL PHASE COMPOSITION*** I Tricalcium Silicate(C3S),% Max --- --- 60 Tricalcium Aluminate(C3A),% Max -- 8 6 Heat Index,C3S+(4.75 C3A) Max 100 100 91 PHYSICAL REQUIREMENTS (ASTM C-204) Blaine Fineness, m2/kg Min 280 280 403 (ASTM C-191) Time of Setting (vicar) Initial Set,mins Min 45 45 109 Final Set,mins Max 375 375 203 (ASTM C-266) Time of Setting (Gillmore) Initial Set, mins Min 60 60 168 Final Set,mins Max 600 600 229 (ASTM C-185) Air Content,% Max 12 12 8 (ASTM C-151) Autoclave Expansion,% Max 0.80 0.80 0.03 (ASTM C-109) Compressive Strength 1-Day,psi --- --- --- 2320 3-Day,psi Min 1740 1450 4090 7-Day,psi Min 2760 2470 5120 (Previous)28-Day,psi --- --- --- 6250 (ASTM C-186) Heat of Hydration(7-Day),cal/g Test result is provided for information only 79 *The performance of CEMEX Type I LA, Type II LA has proven to be improved with sulfur trioxide levels in excess of the 3.0%limit for Type IL Note D in ASTM C-150 allows for additional sulfate,provided expansion as measured by ASTM C-1038 does not exceed 0.020%. ** This cement contains processing additions which meet the requirements of ASTM C-465.Compliance documents are available upon request. Additional data for the Inorganic Processing Addition is located on page 2 of this certification. *** Potential Phase Composition adjusted per A1.6. CEMEX hereby certifies that this cement meets or exceeds the chemical and physical specifications of: [X] ASTM C-150 for Type I Low Alkali [X] ASTM C-150 for Type II Low Alkali . -_, lt �_- By: _ Quality Control Manager CEMEX-Balcones Cement Plant 2580 Wald Road CEMENT New Braunfels,TX 78132 ffcEmEx Telephone(210)250-4100 MILL FAX(210)250-4044 Customer Service TEST Telephone(800)492-9004 REPORT FAX(210)250-4153 Cement Identified as: Balcones Type I,Type II Low Alkali Date of Report:08/01/2012 Plant: CEMEX Cement of Texas,LP Beginning Production Date: July 1,2012 Location: New Braunfels,TX Ending Production Date: July 31,2012 ADDITIONAL DATA Inorganic Processing Addition Type Lime Kiln Dust(LKD) Silicon Dioxide(Si02),% 16.3 Aluminum Oxide(Al2O3),% 2.1 Ferric Oxide(Fe203),% 0.0 Calcium Oxide(CaO), % 79.7 Sulfur Trioxide(S03),% 13.2 Base Cement Phase Composition C3S,% 63 C2S,% 13 C3A,% 7 C4AF,% 11 CEMEX hereby certifies that the above described data represents the materials used in the cement manufactured during the production period indicated. By: _sue Quality Control Manager CEMEX-Balcones Cement Plant HEADWATERS C Adding Value to Energy TM Headwaters Resources certifies that pursuant to ASTM C-618-08 protocol for testing,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 for Class C fly ash. Report of Class"C"Fly Ash Independence Plant,Newark Arkansas Unit#1,2 DATE:August 29,2012 LABORATORY NUMBER: ISES-1,2-7/12/12 MTRF#1474 ID COMPOSITE DATE 7/2/12—7/12/12(RAILCAR) ASTM C-618-12 TX.DOT DMS-4610 SPECIFICATIONS SPECIFICATIONS CHEMICAL ANALYSIS CLASS C CLASS F CLASS C CLASS F Silicon Dioxide (SiO2) 38.73 % Aluminum Oxide (Al2O3) 20.25 % Iron Oxide (Fe203) 5.54% Sum of SiO2,Al2O3,& Fe203 64.52% 50 Min. 70 Min. 50 Min 70 Min. Magnesium Oxide (MgO) 4.60% Sulfur Trioxide (SO3) 1.15 % 5.0 Max. 5.0 Max. 5.0 Max. 5.0 Max. Moisture Content 0.05 % 3.0 Max. 3.0 Max. 2.0 Max. 2.0 Max. Loss On Ignition 0.31 % 6.0 Max. 6.0 Max. 3.0 Max. 3.0 Max. Available Alkalis as Na2O 1.37% Calcium Oxide (CaO) 23.55 % PHYSICAL ANALYSIS Fineness: Amount retained on 325 sieve % 16.66% 34%Max. 34%Max. 34%Max. 34%Max. Water Requirement, % Control 95% 105%Max 105%Max 105%Max 105%Max Specific Gravity 2.70 Autoclave Expansion, % -0.05 % 0.8%Max 0.8%Max 0.8%Max 0.8%Max Strength Activity Index With Portland Cement, 7 Day 100% 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 DI-MIX CONCRETE) CONCRETE REDI-MIX TECHNICAL SERVICES LABORATORY SIEVE ANALYSIS RESULTS Plant: REDI-MIX CONCRETE, Plant 259 Product: Fine Aggregate, ASTM C33 Section 5 Date Sampled: 6/11/12 Date Tested: 8/2/12 Tested by: WCH Percentage SPEC'S Sieve mm %Ret %Pass - 11/2 38.10 0 100 - 1 25.40 0 100 3/4" 19.00 0 100 100 1/2" 12.70 0 100 100 3/8" 9.51 0 100 100 #4 4.76 1 99 95-100 #8 2.38 15 85 80-100 #16 1.19 34 66 50-85 #30 0.60 50 50 25-60 #50 0.30 74 26 05-30 #100 0.15 94 6 0-10 Pan 100 0 - #200(Decant) 0.07 - 2 0-3 FM 2.7 2.3-3.1 ABS% 1.8 S.G. 2.61 Technical Resource Supervisor Martin Marietta Materials AA Detail Quality Statistical Summary Report Period 05/01/2012-05/31/2012 Plant 54501-Chico Quarry Product 511-#57 Conc Agg Specification No.57 Concrete Aggregate Steve/Test Tests Average Min Max Range St Dev Target Specification PWS 1 1/2"(37.5mm) 101 100.0 100.0 100.0 0.0 0-00 100-100 100-100 100.0 1"(25mm) 101 96.7 95.0 99.2 4.3 1.10 96-100 95-100 93.9 3/4"(19mm) 101 75.1 63.2 87.4 24.2 4.58 1/2"(12.5mm) 101 40.2 29.2 48.5 19.3 3.96 30-45 25-60 100.0 3/8"(9.5mm) 101 24.8 13.7 36.4 22.7 4.13 #4(4.75mm) 101 5.3 2.3 8.3 5.9 1.35 0-7 0-10 100.0 #8(2.36mm) 101 1.5 0.4 3.0 2.6 0.52 0-3 0-5 100.0 Pan 101 0.00 0.00 0.00 0.00 0.000 4200(75um) 85 0.63 0.30 1.00 0.70 0.141 <0.8 <1.5 100.0 LA Abrasion 2 28.0 28.0 28.0 0.0 0.00 <40 100.0 Soundness(MgSO4) 2 13.6 12.8 14.4 1.6 1.13 <18 100.0 Micro-Deval 2 18.4 18.4 18.4 0.0 0.00 Absorption 3 1.49 1.21 1.76 0.55 0.275 SPGR(Dry,Gsb) 3 2.591 2.575 2.607 0.032 0.0160 SPGR(SSD) 3 2.630 2.621 2.639 0.018 0.0090 SPGR(Apparent,Gsa) 3 2.693 2.690 2.697 0.007 0.0036 Comments Query Query Selections Date Created 06/12/2012 Date Range 05/01/2012-05/31/2012 / i Plant Chico Quarry J l / } Sample Type Shipping • l4, i 2./i Z ORENWICK OLIVER NOTARY PUBLIC geR`al Taxas Comm.Exp.07/21/2013 .............. � k � > V\ r•K aggQC 06/12/2012 Martin Marietta Materials,Inc. Page: 3 of 3 - BASF The Chemical Company January 5, 2012 Certificate of Conformance Pozzolith 322N Admixture BASF Corporation*Admixture for Concrete *(successor in interest to BASF Construction Chemicals,LLC,which is successor by merger to BASF Admixtures,Inc., formerly known as Degussa Admixtures,inc.,formerly known as Master Builders,Inc.) TO WHOM IT MAY CONCERN: State of Ohio County of Cuyahoga )SS Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard Hubbard Ill, who being duly sworn, deposes and says: That he is a Sr. Technical Specialist for BASF Corporation in Cleveland, Ohio; and That Pozzolith 322N admixture is manufactured by BASF Corporation—Admixture Systems; and That Pozzolith 322N admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00024 percent (2.4 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds)of cement; and That Pozzolith 322N admixture meets the requirements for a Type A, Water-Reducing, Type B, Retarding, and Type D, Water-Reducing and Retarding Admixture specified in ASTM C 494/C 494M, Standard Specifications for Chemical Admixtures for Concrete, as well as the requirements for Type A,Type B and Type D admixtures as specified in Corps of Engineers'CRD-C 87 and AASHTO M194. c■ic.1/\4 Richard Hubbard III BASF Corporation -Admixture Systems Subscribed and sworn to before me thgvVi day of Janua 2012' 7.9th Charlene R. Mandatfi Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in Summit County Master Builders BASF' The Chemical Company January 5, 2012 Certificate of Conformance Pozzolith 300R Admixture BASF Construction Chemicals*Admixture for Concrete *(successor in interest to BASF Construction Chemicals,LLC,which is successor by merger to BASF Admixtures,Inc., formerly known as Degussa Admixtures,Inc.,formerly known as Master Builders,Inc.) TO WHOM IT MAY CONCERN: State of Ohio ) County of Cuyahoga ) SS Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard Hubbard Ill, who being duly sworn, deposes and says: That he is a Technical Specialist for BASF Corporation in Cleveland, Ohio; and That Pozzolith 300R admixture is manufactured by BASF Corporation—Admixture Systems; and That no calcium chloride or chloride based ingredient is used in the manufacture of Pozzolith 300R admixture; and That Pozzolith 300R admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.0002 percent (2.0 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds)of cement; and That Pozzolith 300R admixture meets the requirements for a Type B, Retarding, and Type D, Water- Reducing and Retarding Admixture specified in ASTM C 494/C 494M, Standard Specifications for Chemical Admixtures for Concrete, as well as the requirements for Type B and Type D admixtures as specified in Corps of Engineers' CRD-C 87, and AASHTO M194. a:-ALAA A--,-k.A (rck,A 21L. Richard Hubbard III BASF Corporation—Admixture Systems Subscribed and sworn to before me the 5 ,day of January,20/2 (tii- '''-/e-::22Z/I-VA/c-)1, /0"4,11&/ Charlene R.Mandeb" Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in summit County Master Builders . BASF The Chemical Company January 5, 2012 Certificate of Conformance PolyHeed 1020 Admixture BASF Corporation*Admixture for Concrete "(successor in interest to BASF Construction Chemicals,LLC,which is successor by merger to BASF Admixtures,Inc., formerly known as Degussa Admixtures,Inc.,formerly known as Master Builders,Inc.) TO WHOM IT MAY CONCERN: State of Ohio County of Cuyahoga ) ss Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard Hubbard III, who being duly sworn, deposes and says: That he is a Sr. Technical Specialist for BASF Corporation in Cleveland, Ohio; and That PolyHeed 1020 admixture is manufactured by BASF Corporation—Admixture Systems; and That no calcium chloride or chloride based ingredient is used in the manufacture of PolyHeed 1020 admixture; and That PolyHeed 1020 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00014 percent(1.4 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That PolyHeed 1020 admixture meets the requirements for a Type A, Water-Reducing, and Type F, Water-Reducing, High Range Admixture specified in ASTM C 494/C 494M, Standard Specifications for Chemical Admixtures for Concrete, as well as the requirements for Type A and Type F admixtures as specified in Corps of Engineers'CRD-C 87 and AASHTO M194. Richard Hubbard III BASF Corporation—Admixture Systems Subscribed and sworn to before me the 111,day of January, 12 if " 4-. Charlene R. Mandat Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in summit County Master Builders i BASF The Chemical Company January 5, 2012 Certificate of Conformance MB AE 90 Admixture BASF Corporation*Admixture for Concrete '(successor in interest to BASF Construction Chemicals,LLC,which is successor by merger to BASF Admixtures,Inc., formerly known as Degussa Admixtures,Inc.,formerly known as Master Builders,Inc.) TO WHOM IT MAY CONCERN: State of Ohio County of Cuyahoga )ss Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard Hubbard III, who being duly sworn, deposes and says: That he is a Sr. Technical Specialist for BASF Corporation in Cleveland, Ohio; and That MB AE 90 admixture is manufactured by BASF Corporation—Admixture Systems; and That MB AE 90 admxiture is Master Builders air-entraining admixture for concrete; and That no calcium chloride or chloride based ingredient is used in the manufacture of MB AE 90admxiture; and That MB AE 90 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds)of cement; and That MB AE 90 admixture meets the requirements of ASTM C 260, Standard Specifications for Air- Entraining Admixtures for Concrete, as well as the requirements for air-entraining admixtures as specified in Corps of Engineers CRD-C 13, and AASHTO M154. 6)\1\'\(1 A 1 al Richard Hubbard III BASF Corporation—Admixture Systems Subscribed and sworn to before me the h day of January, 12 Charlene R.Mandat Notary Public, State of Ohio My Commission Expires November 4,2016 Recorded in Summit County Master Builders