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INSP INFO BLD2022-1319+CONCRETE MIXTURE INFO+8.1.2023_12.56.02_PM+3700639«I RTLEY 0 COLE,.3..T. GENERAL CONTRACTOR August 1, 2023 ATTN: Denise Nelson City of Edmonds 121 5t" Ave N Edmonds, WA 98020 Dear Ms. Nelson, For your review and approval, attached please find the building concrete mix design deferred submittal for the Housing Hope ELC Field Apartments project located at 8215 236t" ST SW; Edmonds, WA 98026. Thanks, Brian D. Nupen Sr. Project Engineer 2820 OAKES AVENUE, SUITE B, EVERETT, WA 98201 OFFICE 425 609 0400 FAX 425 609 0410 KIRTLAL951BC Kirtley-Cole Associates LLC Project: 21892 Edmonds Lutheran Church Field «I R T L E Y ce GENERAL CONTRACCTTOR 2820 Oakes Avenue, Suite B Apartments C O L E Everett, Washington 98201 8215 236th Street SW ASS°° LLC P: (425) 609-0400 Edmonds, Washington 98026 Submittal #033000-02. - Cast -In -Place Concrete - Building Mix Designs 033000 - CAST -IN -PLACE CONCRETE Revision Submittal Manager Brian Nupen (Kirtley-Cole Associates LLC) Status Open Date Created Jun 8, 2023 Issue Date Jun 8, 2023 Spec Section 033000 - CAST -IN -PLACE CONCRETE Responsible Tapert Homes LLC Received From Lauren Tapert (Tapert Homes LLC) Contractor Received Date Jun 8, 2023 Submit By Final Due Date Jun 22, 2023 Lead Time Sub Job Cost Code Location Type Document Approvers Ryan Boone (ARC Architects), Beth Morales (SSF Engineers), Kim Williams (Designs Northwest Architects, Inc.) Ball in Court Brian Nupen (Kirtley-Cole Associates LLC) Distribution Brian Nupen (Kirtley-Cole Associates LLC), James Schwartz (Kirtley-Cole Associates LLC), John Safstrom (Kirtley-Cole Associates LLC), Scott Nelson (Kirtley-Cole Associates LLC) Description Submittal Workflow Name General Information Attachments Ryan Boone Beth Morales Sent Date Due Date Returned Date Response Jun 8, 2023 Jun 22, 2023 Pending Jun 8, 2023 Jun 22, 2023 Jun 9, 2023 Approved Comment See attached approved submittal. Kim Williams Jun 8, 2023 Jun 22, 2023 Jun 20, 2023 Approved as Noted Comment See attached DNW memo. Kim Williams, Designs Northwest Architects Attachments 033000-02 Cast -In -Place Concrete - Building Mix Designs.pdf 033000-02 Cast -In -Place Concrete - Building Mix Designs - SSF Reviewed.pdf (Current) ELCFA Subm 033000-02 DNW Memo_06.20.2023.pdf (Current) Kirtley-Cole Associates LLC Page 1 of 1 Printed On: Jun 20, 2023 11:17 AM PDT DESIGNS northwest ARCHITECTS TO: Kirtley Cole Associates LLC 2820 Oakes Ave., Suite B Everett, WA 98201 ATTN: Scott Nelson WE ARE SENDING: ❑ Shop Drawings ❑ Prints ❑ Copy of Letter ❑ Change Order LETTER OF TRANSMITTAL / MEMO DATE: June 20, 2023 JOB #: 2020-88 RE: Housing Hope ELC Field Apartments SENT VIA: ProCore ❑ Plans ❑ Samples ❑ Specifications ® Submittals ❑ Other COPIES DATE NO. DESCRIPTION 1 06/20/2023 033000-02 Cast -In -Place Concrete — Building Mix Designs REMARKS: Designs Northwest Architects offers the following comments regarding enclosed submittal: 1. Contractor to adhere to Submittal 033000-02 Cast - In -Place Concrete — Building Mix Designs previously uploaded and signed by structural engineer Swenson Say Faget. 2. Per Specification 033000 and S1.01, Contractor responsible for preinstallation conference, shop drawings, submittals, preconstruction testing and special inspections noted. 3. Per S1.01 Concrete Note 20 - concrete performance mix shall be submitted to the Building Department for approval two weeks prior to placing any concrete. 4. Contractor to adhere to approved permits and permit red -lines issued by jurisdiction / City of Edmonds, which supersede comments and notes to this submittal. COPY: File, KCA, HH ❑ REVIEWED ❑ REJECTED ❑ REVISE AND ® FURNISH AS RESUBMIT CORRECTED Corrections or comments made on the shop drawings during the review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of the general conformance with the design concept of the project and general compliance with the information given on the contract documents. The contractor is responsible for confirming and correcting all quantities and dimensions, selecting fabrication processes and techniques of construction; coordinating his or her work with that of all other trades and performing all work in a safe and satisfactory manner. DESIGNS NORTHWEST ARCHITECTS 26915 102nd Dr. NW, Suite 201 STANWOOD, WA 98292 (360) 629-3441 DATE: 06/20/2023 BY: Kim Williams, Designs Northwest Architects Tel 360.629.3441 26915 102°a Dr. NW I Suite 2011 Stanwood, WA 98292 DesignsNW.com Page 1 of 1 «IRTLEY SUBMITTAL FOR APPROVAL C O L E Kirtley Cole Associates CCGENERAL CONTRACTOR 21892 - Housing Hope ELC Field Apts. We are transmitting the following submittal for your review and response: 033000-02 Cast -In -Place Concrete - Building Mix Designs TO: Designs Northwest Architects 26915 102nd Drive NW, Suite 201 Stanwood, WA 98292 Kim Williams PHONE: 360-913-0342 EMAIL: kim(a)designsnw.com CC: Ryan Boone Beth Morales James Schwartz Scott Nelson John Safstrom SUB/SUPPLIER: Lauren Tapert Tapert Concrete 1910 Bickford Ave, Suite A Snohomish, WA 98291 I nis pacKage contains the toiiowing items: Specification # Paragraph Item Description 033000 1.5B Cast -In -Place Concrete - Buildinq Mix Desiqns Please review and respond to: Brian Nupen, by: Sincerely, Brian D. Nupen Sr. Project Engineer Office: 425-609-0422 Cell: 425-231-0569 CCO KIRTLEY COLE 1w1&�rw 6/22/2023 REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑ NOT REVIEWED NO EXCEPTIONS TAKEN ❑x NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVIS,E�& RESUB,M�IIT El BY 9dilil nu � r V n `tiUIP.0 DATE 06/09/2023 SWENSON SAY FAGET O STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineers.com Page 1 6/8/2023 033000-02 CONTRACTORS SUBMITTAL REVIEW No exceptions taken Reviewed ❑ Rejected Note Markings in Green 11 Resubmit Confirm Markings Contractor has reviewed and certified this submittal for compliance with the requirements of the Work and Contract Documents, including product verification, related Work and information coordination. Contractor shall field verify related dimensions prior to fabrication. General Contractor's review is for general conformance with the Architect's design concept and contract documents. Markings or comments shall not be construed as relieving the Subcontractor or Supplier from compliance with the project plans and specifications, nor departure therefrom. The Subcontractor or Supplier remains responsible for the details and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes for techniques of assembly, and for performing this work in a safe manner. Date: By: Brian D. Nupen 6/8/2023 KIRTLEY-COLE ASSOCIATES LLC LT: TAPE RT C O N C R E T E SUBMITTAL TRANSMITTAL DATE OF SUBMITTAL: TO: Kirtley Cole Associates LLC 2820 Oakes Ave., Ste B Everett, WA. 98201 PROJECT: FROM: Tapert Concrete 1910 Bickford Ave., Ste. A Snohomish, WA 98290 lousing Hope Edmonds Lutheran Church Field F This Submital is (Check One): 215 236th Ave SE X An Original Submittal dmonds, WA. 98020 A Revised Submittal Other: SUBMITTAL DESCRIPTION: ASSOCIATED SUPPLIERS: Building Concrete Mix Designs Miles Sand & Gravel COMMENTS: See attached specifications and approve. 6/8/2023 Office: 360.243.3034 1910 Bickford Ave Ste. A Snohomish, WA. 98290 UV MILES SAND & GRAVEL MIX SUBMITTAL Date Issued : 02/23/2023 Customer: Tapert Concrete Project: Housing Hope Edmonds Mix I.D.: 0255006 Specific Absorption Gravity Material OFFICE: 253.833.3705 FAX: 253.833.3746 400 Valley Ave NE Puyallup, WA 98372-2516 511 Slump: _-5-�12max Design fc: 3000 psi Batch weight SSD Material (Ibs) Volume 1.15 2.69 ASTM C-33 #57 1,560 Ibs. 9.29 1.25 2.68 ASTM C-33 #8 300 Ibs. 1.79 2.14 2.65 ASTM C-33 Sand 1,470 Ibs. 8.89 3.15 ASTM C-595 Type IL (Cement) 517 Ibs. 2.63 1.00 ASTM C-1602 Water 254.0 Ibs. 4.07 %Air (design) 2.00% 0.54 MasterPolyheed 997 (WRA) 13 - 50 oz. W/C Ratio: 0.49 Density: 150.7 Design Volume: 27.22 Notes: * ASTM C 94 (5.6) "The purchaser shall ensure that the manufacturer is provided copies of all reports of tests performed on concrete samples taken to determine compliance with specification requirements. Reports shall be provided on a timely basis." * Miles S&G does not acknowledge test lab data that does not conform completely to ASTM standards. * Point of placement, for mix conformance, is at the end of the discharge chute of the mixer. * Miles S&G is not responsible for changes in the mix due to placement methods. * Concrete placed that exceeds the maximum design slump, is placed at the risk of the contractor and owner. *When NOT delivered MILES, MILES agrees to batch concrete based on Customer's order. The performance of the cot becomes the sole responsibility of the Customer at the time of batching. Customer understands that MILES provides n representations or warranties, either express or implied, of merchantability, fitness for a specific purpose, or otherwis regards to any concrete provided hereunder. Customer hereby knowingly and intentionally releases, indemnifies, and MILES harmless from and against any and all claims, actions, liabilities, and costs for performance, personal injury or p damage resulting from concrete provided hereunder. Remarks: Int. Concrete We request copies of all reports for compressive strength, according to ASTM C-94, for the purpose of monitoring performance of the mix. Sent to: keithm(cD_gravelpits.com Submitted by: Dan Nelson Miles Sand & Gravel Company WWW.MILES.ROCKS REVIEWED AND NOTED FOR DESIGN INTENT ONLY. ct@tMENSIONS AND QUANTITIES ARE NOT GUARANTEED. with FOR LOADS I�FVIEWED 9%OSED ON BASIC 8TlWUCTURE ONLY ❑ NOT REVIEWED NO EXCEPTIONS TAKEN ❑x NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVIS,Ey�& RESUBMIT ❑ n BY ryAg 1 V \ fiLA� p DATE 06/09/2023 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212—.ssfengineers.com UV MILES SAND & GRAVEL Concrete Cylinder Report Concrete Mix ID: Speed Strength: 3,000 Number of Tests: 30 Average Hange(PSiJ: 213 Standard Deviation: 399 Coefficient of Variation, V: 6.4% Within -Test Std Dev(PSI): 188 Within -Test Coeff of var. 3.0% Batch -to -Batch Std Dev (Psi): 352 Batch -to -Batch Coeff. of Vor. 5,6% 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 26 21 22 23 24 25 26 27 28 29 36 OFFICE: 253.833.3705 FAX: 253.833.3746 400 Valley Ave NE Puyallup, WA 98372-2516 ACI 318 Performance Approval Modification Factor: 1.000 Standard Deviation: 399 Fcr= Fc + 1.34(s): 3,535 Fcr= Fc + 2.33(s) - 500: 3,430 Date Slump Air CT AT 7 Day 28 Day 10/31/22 4.75 62 46 5,100 6,260 08/12/22 5.00 78 60 4,680 5,730 08/11/22 5.50 76 57 3,580 4,830 08/11/22 5.25 76 60 4,450 5,660 08/11/22 5.25 74 61 4,370 5,290 08/11/22 5.00 75 65 4,570 5,580 08/11/22 5.00 75 69 4,580 5,340 08/11/22 4.50 76 71 4,550 5,510 08/10/22 3.75 80 72 4,130 4,980 08/04/22 5.75 76 64 3,820 4,800 08/04/22 5.50 76 64 4,620 5,500 08/04/22 5.25 75 62 4,000 5,080 08/04/22 5.00 74 59 4,630 5,420 08/04/22 5.00 77 59 4,430 5,330 08/02/22 5.50 77 71 3,420 4,560 07/15/22 4.75 72 62 4,320 5,380 07/15/22 5.50 72 65 4,290 5,420 07/13/22 5.00 72 62 4,680 5,740 07/12/22 5.50 72 58 4,580 5,410 07/12/22 5.50 75 72 4,430 5,470 07/11/22 6.00 68 58 4,060 5,110 07/11/22 6.00 71 60 4,630 5,640 07/08/22 6.00 69 62 4,150 4,960 07/07/22 6.00 73 59 3,930 4,750 07/07/22 5.00 70 60 3,950 4,700 07/05/22 5.00 71 50 3,730 5,070 07/05/22 6.00 70 60 3,620 4,660 07/01/22 6.00 1.5% 70 52 4,010 5,030 07/01/22 6.00 1.4% 71 52 3,580 4,920 07/01/22 5.75 1.6% 71 50 3,550 4,730 Miles Sand & Gravel Company WWWAILES.ROCKS REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑ NOT REVIEWED NO EXCEPTIONS TAKEN ❑X NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISE & RESUBMIT Eln BY c7bVauMx rV`(i1o� I DATE 06/09/2023 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineers.com UV MILES SAND & GRAVEL MIX SUBMITTAL Date Issued : 02/23/2023 Customer: Tapert Concrete Project: Housing Hope Edmonds Mix I.D.: 0255AC6 Specific Absorption Gravity Material OFFICE: 253.833.3705 FAX: 253.833.3746 400 Valley Ave NE Puyallup, WA 98372-2516 5" Slump:'�max Design fc: 3000 psi Batch weight SSD Material (Ibs) Volume 1.15 2.69 ASTM C-33 #57 1,560 Ibs. 9.29 1.25 2.68 ASTM C-33 #8 300 Ibs. 1.79 2.14 2.65 ASTM C-33 Sand 1,320 Ibs. 7.98 3.15 ASTM C-595 Type IL (Cement) 517 Ibs. 2.63 1.00 ASTM C-1602 Water 258.0 Ibs. 4.13 %Air (design) 5.00% 1.35 MasterAir AE-90 (Air Ent.) 1 - 20 oz. MasterPolyheed 997 (WRA) 13 - 50 oz. W/C Ratio: 0.50 Density: 145.5 Design Volume: 27.19 Notes: * ASTM C 94 (5.6) "The purchaser shall ensure that the manufacturer is provided copies of all reports of tests performed on concrete samples taken to determine compliance with specification requirements. Reports shall be provided on a timely basis." * Miles S&G does not acknowledge test lab data that does not conform completely to ASTM standards. * Point of placement, for mix conformance, is at the end of the discharge chute of the mixer. * Miles S&G is not responsible for changes in the mix due to placement methods. REVIEWED AND NOTED FOR * Concrete placed that exceeds the maximum design slump, is placed at the risk of the contractor and owner. DESIGN INTENT ONLY. *When NOT delivered MILES, MILES agrees to batch concrete based on Customer's order. The performance of the con -rDIMENSIONS AND QUANTITIES becomes the sole responsibility of the Customer at the time of batching. Customer understands that MILES provides nc ARE NOT GUARANTEED. X ❑ representations or warranties, either express or implied, of merchantability, fitness for a specific purpose, or otherwise regards to any concrete provided hereunder. Customer hereby knowingly and intentionally releases, indemnifies, and oFAVIEWED FOR LOADS MILES harmless from and against any and all claims, actions, liabilities, and costs for performance, personal injury or pr IMPOSED ON BASIC FYUCTURE ONLY ❑ damage resulting from concrete provided hereunder. NOT REVIEWED Remarks: Ext. Concrete NO EXCEPTIONS TAKEN ❑x NOTE MARKINGS ❑ We request copies of all reports for compressive strength, according to ASTM C-94, COMMENTS ATTACHED ❑ for the purpose of monitoring performance of the mix. Sent to: keithm(cD_gravelpits.com ❑ REVISE & RESUBMIT Submitted by: Dan Nelson BY DATE 06/09/2023 SWENSON SAY FAGET Miles Sand & Gravel Company STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 W W W. M I LES. R 0 C KS 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineers.com UV MILES SAND & GRAVEL Concrete Cylinder Report Concrete Mix ID: I Speed Strength: 3,000 Number of Tests: 28 Average Hange(PSI): 221 Standard Deviation: 614 Coefficient of Variation, V: 9.7% Within -Test Std Dev(PSI): 196 Within -Test Coeff of var. 3.1 % Batch -to -Batch Std Dev (Psi): 582 Batch -to -Batch Coeff. of Vor. 9.1 % 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 26 21 22 23 24 25 26 27 28 29 36 OFFICE: 253.833.3705 FAX: 253.833.3746 400 Valley Ave NE Puyallup, WA 98372-2516 ACI 318 Performance Approval Modification Factor: 1.012 Standard Deviation: 621 Fcr= Fc + 1.34(s): 3,832 Fcr= Fc + 2.33(s) - 500: 3,947 Date Slump Air CT AT 7 Day 28 Day 06/15/22 7.00 5.0% 65 61 4,670 5,760 06/15/22 7.00 4.5% 63 60 4,810 6,340 01/28/22 5.00 55 45 4,580 01/12/22 5.00 5.0% 54 52 4,050 12/15/21 5.00 61 41 4,430 5,780 10/28/21 5.50 5.2% 63 52 3,920 5,010 03/22/21 4.25 6.0% 53 44 4,320 4,990 03/02/21 5.00 5.0% 60 50 4,040 5,310 12/15/20 4.00 4.8% 56 45 4,840 5,640 10/29/20 5.00 4.5% 60 55 4,020 5,150 10/27/20 7.00 5.5% 58 44 3,980 4,630 10/16/20 4.25 5.7% 63 52 5,370 6,210 10/08/20 5.8% 71 58 5,550 6,360 08/07/20 5.3% 67 63 3,530 4,270 08/07/20 4.6% 73 55 4,570 5,790 08/04/20 5.1% 70 72 3,680 4,130 07/31/20 6.0% 75 66 4,370 5,160 07/31/20 6.0% 75 66 4,370 5,160 07/27/20 4.6% 72 59 4,200 5,140 07/08/20 4.9% 67 56 4,330 5,400 05/06/20 5.1% 62 56 5,780 07/31/19 4.6% 78 75 3,300 4,330 07/01/19 4.5% 78 77 3,800 4,670 04/02/19 5.0% 56 45 4,350 5,040 03/15/19 5.0% 60 45 3,430 4,150 12/19/18 4.5% 65 45 4,440 5,200 11/20/18 4.6% 62 39 4,290 4,840 11/14/18 58 49 4,100 5,560 09/20/18 5.1% 69 63 4,020 5,510 09/18/18 5.6% 71 63 4,610 5,350 Miles Sand & Gravel Company WWWAILES.ROCKS REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑ NOT REVIEWED ❑ NO EXCEPTIONS TAKEN ❑X NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISE ❑ ,�j&yR�ESUBMMIT/� BY ryp/yv mmnM 1 V `tiLA)�kp DATE 06/09/2023 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 IN PearlStreet, Suite 8, Ellensburg, WA 98926 206.443,6212 www,ssfengineers.com 03 30 00 ', 03 40 00 3 03 70 00 Cast -in -Place Concrete Precast Concrete Mass Concrete MasterPolyheedO 997 Mid -Range Water -Reducing Admixture MASTER° »BUILDERS SOLUTIONS Description Features MasterPolyheed 997 ■ True mid -range water reduction (5-15%) and excellent performance across a wide admixture is a patented slump range, especially the difficult slump range of 5-8 in. (125-200 mm) multi -component, mid- ■ Superior workability, pumpability and finishability qualities even in concrete mixtures range water -reducing containing low amounts of cementitious materials admixture. MasterPolyheed 997 admixture meets ■ Superior finishing characteristics for residential/commercial flatwork and formed surfaces ASTM C 494/C 494M requirements for Type Benefits A, water -reducing, and ■ Significantly reduced placement and finishing time resulting in lower in -place Type F, high -range water- concrete costs reducing, admixtures. ■ Higher strength at all ages Applications ■ Enhanced concrete durability Recommended for use in: ■ Increased service life of concrete structures ■ All concrete applications where superior Performance Characteristics workability, pumpability Mixture Data: 500 Ib/yd3 (295 kg/m3) of Type I cement; slump 6-7 in. (150-180 mm); 5-6% and finishability qualities air; concrete temperature 70 °F (21 °C); ambient temperature, 70 °F (21 °C). are desired, in particular, Setting Time Performance' flatwork, pumped concrete and pervious Initial Set Difference concrete Mixture ..................................................................................................................................................................................................................................................... (h:min) (h:min) ■ Concrete containing Reference ..................................................................................................................................................................................................................................................... 6:01 — manufactured sand and MasterPolyheed 997 admixture @ harsh concrete mixtures 5 fl oz/cwt (325 mL/100 kg) 6:22 +0:21 10 fl oz/cwt (650 mL/100 kg) 6:57 +0:56 15 fl oz/cwt (980 mL/100 kg) 7:31 +1:30 A brand of MBCC GROUP page 1 of 3 MasterPolyheed 997 Technical Data Sheet Compressive Strength, psi (MPa) Mixture ..................................................................................................................................................................... 7-Day 28-Day. Plain . -.................................................................................................................................................................. 2360 (16.3) 3320 (22.9) . MasterPolyheed 997 admixture @ 5 fl oz/cwt (325 mL/100 kg) 3060 (21.1) 3930 (27.1) 10 fl oz/cwt (650 mL/100 kg) 3740 (25.8) 4610 (31.8) 15 fl oz/cwt (980 mL/100 kg) 4620 (31.9) 5460 (37.7) 'Note: The data shown are based on controlled laboratory tests. Reasonable variations from the results shown here may be experienced as a result of differences in concrete making materials and jobsite conditions. Guidelines for Use Dosage: MasterPolyheed 997 admixture has a recommended dosage range of 3-15 fl oz /cwt (195-980 mL/100 kg) of cementitious material for most concrete mixes. As the dosage of MasterPolyheed 997 admixture increases to 15 fl oz/cwt (980 mL/100 kg) of cementitious materials, normal concrete setting characteristics are maintained and early and ultimate compressive strengths increase. Master Builders Solutions does not recommend the use of dosages outside the recommended range without trial testing. Consult your local sales representative for assistance in determining the dosage for optimum performance. Product Notes Corrosivity - Non -Chloride, Non -Corrosive: MasterPolyheed 997 admixture will neither initiate nor promote corrosion of reinforcing or prestressing steel embedded in concrete, or of galvanized steel floor and roof systems. MasterPolyheed 997 admixture does not contain intentionally added calcium chloride or other chloride -based ingredients. Compatibility: MasterPolyheed 997 admixture may be used in combination with any Master Builders Solutions admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. Master Builders Solutions Storage and Handling Storage Temperature: MasterPolyheed 997 admixture should be stored between 35 and 105 °F (2 and 41 °C). If MasterPolyheed 997 admixture freezes, thaw at 40 °F (5 °C) or above and completely reconstitute using mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterPolyheed 997 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterPolyheed 997 admixture has been exceeded. Packaging MasterPolyheed 997 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Safety Data Sheets: MasterPolyheed 997 admixture Additional Information Foradditional information on MasterPolyheed 997admixtureor its use in developing concrete mixtures with special performance characteristics, contact your local sales representative. Master Builders Solutions, a brand of MBCC Group, is a global leader of innovative chemistry systems and formulations for construction, maintenance, repair and restoration of structures. The Admixture Systems business provides advanced products, solutions and expertise that improve durability, water resistance, energy efficiency, safety, sustainability and aesthetics of concrete structures, above and below ground, helping customers to achieve reduced operating costs, improved efficiency and enhanced finished products. Utilizing worldwide resources, the Master Builders Solutions community of experts are passionate about providing solutions to challenges within all stages of construction, as well as the life cycle of a structure. At Master Builders Solutions we create sustainable solutions for construction around the globe. www.master-builders-solutions.com/en-us page 2 of 3 MasterPolyheed 997 Technical Data Sheet Limited Warranty Notice Master Builders Solutions warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. MASTER BUILDERS SOLUTIONS MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of Master Builders Solutions. Any claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. MASTER BUILDERS SOLUTIONS WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on Master Builders Solutions' present knowledge and experience. However, Master Builders Solutions assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. Master Builders Solutions reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out by qualified experts. 0� © MBCC Group 10/20 DAT-0060 ® registered trademark of a MBCC Group member in many countries of the world NSF/AN t.t 61 Master Builders Solutions Master Builders Solutions US LLC Master Builders Solutions Canada, Inc. 23700 Chagrin Boulevard 1800 Clark Boulevard Cleveland, Ohio 44122-5544 Brampton, Ontario L6T 4M7 www.master-builders-solutions.com/en-us USA 800-628-9990 CANADA 289-360-1300 page 3 of 3 National Ready Mixed Concrete Association �j^ Certificate of Conformance 1111 For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT Everett Plant 125, Everett, WA Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures Signature of Licensed Prefesvonal Engineer November 02, 2021 December 05, 2023 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. Ae-�W"- dC /�i/uca yet Signature of Company Official Title of Company Official NOTICE: The Check list indcaes only Nat plant faciNdes are salslachry for the moducfion of concrete when properly operated. Conformance of the concrete itself auth spearrcaAon requiranenls mustbe wiAux! by usual inon clion methods in acoordarxs with sales agreements. This concak is issued by the National Ready hexed Canoes, Association on vwileation that the posiodon reality cannons to the requirements of tha NRMCACertifir onof Ready Mued Concrete Prcd wFaalt%,0C3. Unauthorized! repcWcfian or misuse of this anfificets may result in legal actin. Plant ID #: 822021 0 1965, 1992, 2001, 2002, 2006, 2007, 2012 Certification ID #: 28291 National Ready Mixed Concrete Association 66 Canal Canter Plaza, Suite 250 • Alexandria • Virginia 22314 National Ready Mixed Concrete Association /` Certificate of Conformance /` For Concrete Production Facilities N RMCA THIS IS TO CERTIFY THAT Getchell Plant 153, Lake Stevens, WA Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Truck Miring with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures �� ezl�z7cll Signature of Licensed Professional Engineer November 02, 2021 January 16, 2024 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly my deficiencies wh' develop. i�& Signature of Company Official Title of Company Official NOTICE: rmCheck UstiMicaux only Mat plait (edifies are satiehcbry for Mepaxacson of masnabwhen properly operated. Cmto manceof Ne concrete Asef wiN specMcatim requirements matte verified by usual inspection methods in acmadance with saws agreements. This cautious is isaued by the Plattonal Ready Mod Concrete Association on venfiaton Mat the production facility asabams to Ne requirements ofthe NRMCA CedfiAw of Ready Mixed Concrete Praducfim Facilities, 003. UnauNa¢ed repodvclian a misuse of his mNficate may result in legal adon. Plant ID #: 800368 © 1965,1992, 2001,2002,2006,2007, 2012 Certification ID #: 28292 National Ready Mixed Concrete Association 66 Canal Center Plam, Suite 250 • Alexandria a Virginia 22314 o BASF We create chemistry 03 30 00 03 40 00 3 03 70 00 Cast -in -Place Concrete Precast Concrete Mass Concrete MasterAir'5 AE 90 Air -Entraining Admixture Formerly MB-AE 90* Description Features MasterAir AE 90 air- ■ Ready -to -use in the proper concentration for rapid, accurate dispensing entraining admixture is for use in concrete mixtures. It Benefits meets the requirements of ASTM C 260, AASHTO M ■ Improved resistance to damage from cyclic freezing and thawing 154 and CRD-C 13. ■ Improved resistance to scaling from deicing salts ■ Improved plasticity and workability Applications ■ Reduced permeability — increased watertightness Recommended for use in: ■ Reduced segregation and bleeding ■ Concrete exposed to cyclic freezing performance Characteristics and thawing Concrete durability research has established that the best protection for concrete from the ■ Production of high -quality adverse effects of freezing and thawing cycles and deicing salts results from: proper air normal or lightweight content in the hardened concrete, a suitable air -void system in terms of bubble size and concrete (heavyweight spacing, and adequate concrete strength, assuming the use of sound aggregates and proper concrete normally does mixing, transporting, placing, consolidation, finishing and curing techniques. MasterAir AE 90 not contain entrained air) admixture can be used to obtain adequate freeze -thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method." The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%, the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. MASTER° »BUILDERS SOLUTIONS MasterAir AE 90 Technical Data Sheet Guidelines for Use Dosage: There is no standard dosage for MasterAir AE 90 admixture. The exact quantity of air -entraining admixture needed for a given air content of concrete varies because of differences in concrete -making materials and ambient conditions. Typical factors that might influence the amount of air entrained include: temperature, cementitious materials, sand gradation, sand - aggregate ratio, mixture proportions, slump, means of conveying and placement, consolidation and finishing technique. The amount of MasterAir AE 90 admixture used will depend upon the amount of entrained air required under actual job conditions. In a trial mixture, use 0.25 to 4 fl oz/cwt (16-260 mL/100 kg) of cementitious material. Measure the air content of the trial mixture, and, if needed, either increase or decrease the quantity of MasterAir AE 90 admixture to obtain the desired air content. In mixtures containing water -reducing or set -control admixtures, the amount of MasterAir AE 90 admixture needed may be somewhat less than the amount required in plain concrete. Due to possible changes in the factors that can affect the dosage of MasterAir AE 90 admixture, frequent air content checks should be made during the course of the work. Adjustments to the dosage should be based on the amount of entrained air required in the mixture at the point of placement. If an unusually high or low dosage of MasterAir AE 90 admixture is required to obtain the desired air content, consult your local sales representative. In such cases, it may be necessary to determine that, in addition to a proper air content in the fresh concrete, a suitable air -void system is achieved in the hardened concrete. Dispensing and Mixing: Add MasterAir AE 90 admixture to the concrete mixture using a dispenser designed for air -entraining admixtures, or add manually using a suitable measuring device that ensures accuracy within plus or minus 3% of the required amount. Foroptimum, consistent performance, the air -entraining admixture should be dispensed on damp, fine aggregate. If the concrete mixture contains fine lightweight aggregate, field evaluations should be conducted to determine the best method to dispense the air -entraining admixture. BASF Corporation Admixture Systems Precaution In a 2005 publication from the Portland Cement Association (PCA R&D Serial No. 2789), it was reported that problematic air -void clustering that can potentially lead to above normal decreases in strength was found to coincide with late additions of water to air -entrained concretes. Late additions of water include the conventional practice of holding back water during batching for addition at the jobsite. Therefore, caution should be exercised with delayed additions of water to air -entrained concrete. Furthermore, an air content check should be performed after post-batching addition of any other materials to an air -entrained concrete mixture. Product Notes Corrosivity — Non -Chloride, Non -Corrosive: MasterAir AE 90 admixture will neither initiate nor promote corrosion of reinforcing and prestressing steel embedded in concrete, or of galvanized floor and roof systems. No calcium chloride or other chloride -based ingredients are used in the manufacture of this admixture. Compatibility: MasterAir AE 90 admixture may be used in combination with any BASF admixture, unless stated otherwise on the data sheet for the other product. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. Storage and Handling Storage Temperature: MasterAir AE 90 admixture should be stored and dispensed at 31 OF (-0.5 °C) or higher. Although freezing does not harm this product, precautions should betaken to protect itfrom freezing. If MasterAir AE 90 admixture freezes, thaw at 35 OF (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterAir AE 90 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterAir AE 90 admixture has been exceeded. Safety: Chemical goggles and gloves are recommended when transferring or handling this material. www.master-builders-solutions.basf.us page 2 of 3 MasterAir AE 90 Technical Data Sheet Packaging MasterAir AE 90 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Safety Data Sheets: MasterAir AE 90 admixture Additional Information For additional information on MasterAir AE 90 admixture, or its use in developing a concrete mixture with special peformance characteristics, contact your local sales representative. The Admixture Systems business of BASF's Construction Chemicals division is the leading provider of solutions that improve placement, pumping, finishing, appearance and performance characteristics of specialty concrete used in the ready -mixed, precast, manufactured concrete products, underground construction and paving markets. For over 100 years we have offered reliable products and innovative technologies, and through the Master Builders Solutions brand, we are connected globally with experts from many fields to provide sustainable solutions for the construction industry. Limited Warranty Notice BASF warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. Any claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out by qualified experts. NSF. MB-AE 90 became MasterAir AE 90 under the Master Builders Solutions brand, effective January 1, 2014. certr t. © BASF Corporation 2015 ■ 01/15 ■ PRE-DAT-0013 NSF/ANSI81 BASF Corporation United States Canada Admixture Systems 23700 Chagrin Boulevard 1800 Clark Boulevard www.master-builders-solutions.basf.us Cleveland, Ohio 44122-5544 Tel: 800 628-9990 0 Fax: 216 839-8821 Brampton, Ontario -6T 4M7 Tel: 800 387-5862 ■ Fax: 905 792-0651 page 3 of 3 National Ready Mixed Concrete Association �j^ Certificate of Conformance 1111 For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT Everett Plant 125, Everett, WA Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures Signature of Licensed Prefesvonal Engineer November 02, 2021 December 05, 2023 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. Ae-�W"- dC /�i/uca yet Signature of Company Official Title of Company Official NOTICE: The Check list indcaes only Nat plant faciNdes are salslachry for the moducfion of concrete when properly operated. Conformance of the concrete itself auth spearrcaAon requiranenls mustbe wiAux! by usual inon clion methods in acoordarxs with sales agreements. This concak is issued by the National Ready hexed Canoes, Association on vwileation that the posiodon reality cannons to the requirements of tha NRMCACertifir onof Ready Mued Concrete Prcd wFaalt%,0C3. Unauthorized! repcWcfian or misuse of this anfificets may result in legal actin. Plant ID #: 822021 0 1965, 1992, 2001, 2002, 2006, 2007, 2012 Certification ID #: 28291 National Ready Mixed Concrete Association 66 Canal Canter Plaza, Suite 250 • Alexandria • Virginia 22314