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DEF SUB 8 BLD2018-1622+Concrete_Mix_Data+6.2.2021_2.59.33_PM+2228661HCary Kopczynski & Company 10500 NE 8th Street, Suite 800 Bellevue, WA 98004 P: (425) 455-2144 STRUCTURAL ENGINEERS www.ckcps.com LETTER OF TRANSMITTAL JOB NO. 1853 DATE: 11-17-20 FOR APPROVAL ATTN: Lucas Branham ❑ FOR REVIEW & COMMENT Studio Meng Strazzara 2001 Western Ave., Suite 200 Seattle, WA98121 AS REQUESTED PHONE: (206) 587-3797 ❑o FOR YOUR USE R E: Edmonds Highway 99 Apartments VIA: Email COPIES DESCRIPTION 1 CKC Response - Submittal 031000-02 - Conc. Mix Design - Product Data REMARKS: d " COPY: SIGNED: Alex Ziemba SMS Joel Kipple, PE, SE Project Manager Titus Uomoto, Kirk Swenson GRE Brad Carpenter GRE LEADERS IN BUILDABLE DESIGN SEATTLE I SAN FRANCISCO I LOS ANGELES I CHICAGO RECEIVED BY CKC Nov 11, 2020 c� SUBMITTAL Sent To: Lucas Branham Firm: Studio Meng Strazzara Address: 2001 Western Ave, Suite200 Seattle, WA 98121 Return To: Titus Uomoto Firm: GRE Construction LLC Address: 2801 Alaskan Way, Suite310 Seattle, WA 98121 Project: GRE Edmonds99 Spec Section #: 031000 Submittal #: 031000-02 Submittal Name: Conc. Mix Design - Product Data Revision #: 0 Sent Date: 11/10/2020 Required Date: 11/17/2020 Description Submittal Type Spec Section Notes Concrete Mix Design Shop Drawing 031000 [select type] Remarks/Comments/Stamps: Project GRE Edmonds 99 El Reviewed ❑ Revise & Resubmit G ❑ Reviewed as Noted ❑ Rejected Reviewed by Titus Uomoto Date 11/10/2020 Submittal # 03 1000-02 Spec # This submittal/shop drawing has been reviewed by GRE Construction LLC for general conformance with design concept only and does not relieve this Subcontractor or Supplier of the responsibility for compliance with the Contract Documents, applicable codes, and laws, all of which have priority over this submittal. Subcontractor/Supplier is responsible for all dimensions and fabrication to be confirmed at the jobsite. Submittal Review for Elements Designed by CKC ❑ NO EXCEPTION TAKEN ❑ REVISE AND RESUBMIT ❑ SUBMIT SPECIFIED ITEMS ❑� MAKE CORRECTIONS NOTED me ❑ REJECTED sreucruRA1 eNGlNeeas CKC'S REVIEW WAS FOR THE LIMITED PURPOSE OF CHECKING FOR GENERAL CONFORMANCE WITH CKC'S DESIGN AND GENERAL CONFORMANCE WITH INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN ABOVE IS SUBJECT TO THE REQUIREMENTS OF THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS, PRODUCT DATA OR OTHER SUBMITTALS BY CKC'S ACTION TAKEN THEREON. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BY CKC'S ACTION TAKEN UPON SHOP DRAWINGS, PRODUCT DATA OR OTHER SUBMITTALS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED CKC IN WRITING OF SUCH DEVIATION AT THE TIME OF SUBMITTAL AND CKC HAS GIVEN WRITTEN APPROVAL FOR THE DEVIATION. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND COORDINATING ALL PERTINENT QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES, MEANS, METHODS, AND TECHNIQUES OF CONSTRUCTION; COORDINATING ITS WORK WITH THAT OF ALL OTHER TRADES; AND PERFORMING ITS WORK IN A SAFE AND SATISFACTORY MANNER IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS. BY JK DATE 11/16/2020 CKC Notes for Entire SabmiBal'. - Stamp applies to all sheets of this submittal. - Reference "Cast -In -Place Concrete" section of General Notes sheet S010 for curing 03 1000-02 Concrete Mix Design CADMAN HEIDELBERGCEMENTGroup0 Cadman, Inc. Suite 100 7554 185'" Avenue NE PO Box 97038 Redmond, WA 98073-9738 425.867.1234 fax 425.861.4046 www.cadman.com August 5, 2020 Braycon LLC 3110 Judson Street Oak Harbor, WA 98335 Project: HWY 99 —Edmonds Mixed Use John, Cadman, Inc. proposes to deliver the following concrete mix designs for the above referenced project: ........................................... Mix Design ........................................... (P)4MFT43 8 Description ........................................................................................................................... 5000 PSI @ 56 Mass Footing 8" SL ........................................................................................................................... 4000 PSI 3/4" 4" SL 3000 PSI 3/4" 6" SL 3000 PSI 3/4" 6" SL Use ............................................................................................. Strip & Spread Footing ............................................................................................. Alt. Strip & Spread Footing SOG Alt. SOG ............ ................................................................................................................................. :...................................................................................................... ; 6000 PSI 3/8" 8" SL Columns/Shear Walls ..............................................................................................................................................:......................................................................................................; 3K @ 3 Day 5K @ 28 6" SL .025% Walls Board Formed :.......................................................:................................................................................................................. P2D35476S 3K @ 2 Day 6K @ 28 6" SL Air SP2D35476S .......................................................:................................................................................................................. (P)4SHO813 4000 PSI Shotcrete .......................................................:................................................................................................................. 03 1000-02 Concrete Mix Design RECEIVED BY CKC Nov 11, 2020 August 5, 2020 Braycon LLC WHY 99 — Edmonds Mixed Use i1ElOELBERGCEMENTGroup Upon approval, kindly return a copy of the approved submittal to Cadman. Early notification of the testing laboratory responsible for this project to include Cadman on its report distribution mailing list is appreciated. Cadman continually monitors the status of each project, sometimes providing that data for future projects. Cadman cannot control and therefore cannot be responsible for the plastic properties of concrete beyond the end of the truck chute. To access Environmental Product Declarations (EPD's) web search ASTM Cadman EPD's. Any mix design not found can be generated upon request. For any additional questions regarding this submittal or project, please contact: Jon Jacobson Sales Representative (206) 678-5786 Prepared By: Cadman, Inc. Lenka Lockwood Technical Support 03 1000-02 Concrete Mix Design RECEIVED BY CKC Nov 11, 2020 August 5, 2020 Braycon LLC WHY 99 — Edmonds Mixed Use i1ElOEL•ERGCEMENTGroup .................................................................................................................................................................................................................................................... Mix Design*: (P)4MFT438 ..................................................................................................... Description: 5000 PSI @ 56 Mass Footing ..................................................................................................................................................................................................................... Plant.�s.)............................................ ...Seattle...(54)..Bellevue...(53.)................................................................... Specified Use: Strip & Spread Footinq ...................................................................................................................................................... S.S.D. Weights per„Cubic Yard ................. ..... .............................................................................................................................:......................:......... Portland Cement 1 365 lb Fly Ash (Slag) 2 ** ............................................................................................. Coarse Aggregate, %11 3 ............................................................................................. Fine Aggregate 4 ............................................................................................. Water Reducer, Type A 5 ............................................................................................. Water Reducer, Type F 6 ............................................................................................. Water 7 10.95 cu. ft. ....................................................................................... 8.71 cu. ft. ....................................................................................... 1-40 oz ....................... :....................................... :............ 1-50 oz .......................:..................... 226 lb .................................................................................................................................................................................................. Slump 8" ± 1" Maximum W/C Ratio 0.41 ................................................................................................................................................................................................. Conforms to ASTM C-150 or ASTM C-595 Type IL(15) 2 Conforms to ASTM C-618 — 17a (ASTM C-989) Fly Ash or Slag may be used depending on availability 3 WSDOT Approved Pit - Conforms to ASTM C33 4 WSDOT Approved Pit - Conforms to ASTM C33 5 Conforms to ASTM C494 6 Conforms to ASTM C494 Potable, Well, and/or Recycled * (P) in front of the mix denotes the use of Type IL(15) cement. No (P) denotes the use of Type 1/11 ** Slag and/or a Slag/Fly Ash blend may be used in place of Fly Ash. Mixes containing slag will have an S in front of the mix number 03 1000-02 Concrete Mix Design RECEIVED BY CKC Nov 11, 2020 August 5, 2020 Braycon LLC WHY 99 — Edmonds Mixed Use Poll i1ElOELBERGCEMENTGroup ................................................................................................................................................................................................................................................................................ Mix Design.*:........ (P)4MFT438 ............................................................................................................................................................... Descriptions ...5000...PSI...r7a ..56...Mass Footing ................................................... Plant(s): Woodinville (32) Everett (34) Bellevue (53) Redmond (50) Issaquah (51) .....................................................................................................................................................................................................................................: Specified Use: Strip &Spread Footing ...................................................................................................................................................... S.S.D. Weights per Cubic Yard ......... ............... Portland Cement 1 365 lb .....................................................................................................................................:.......................................:....................... Fly Ash (Slag) 2 ** 180 lb .....................................................................................................................................:.......................................:....................... Coarse Aggregate, 3/" 3 7.79 cu. ft. ................................................................................................... /aCoarse Aggregate, ..................................:.......................................:....................... 3.43 cu. ft. ........................... ..........................................................................................................:.......................................:....................... Fine Aggregate 5 8.47 cu. ft. ...................... ......................................................................................................................................................:....................... Water Reducer, Type A s 1-40 oz ...................... ..................................................................................... .......................... :....................................... Water Reducer, Type F' 1-50 :....................... oz .....................................................................................................................................:.......................................:....................... Viscosity Modifying Admixture 8 0-25 oz ...................... ............................................................................................................... :........................ Water 9 ....................................... 226 lb Slump 8" ± 1" ..................................................................................................................................:.............................................................. Maximum W/C Ratio 0.41 .................................................................................................................................................................................................. Conforms to ASTM C-150 or ASTM C-595 Type IL(15) 2 Conforms to ASTM C-618 — 17a (ASTM C-989) Fly Ash or Slag may be used depending on availability 3 WSDOT Approved Pit - Conforms to ASTM C33 4 WSDOT Approved Pit - Conforms to ASTM C33 5 WSDOT Approved Pit - Conforms to ASTM C33 6 Conforms to ASTM C494 Conforms to ASTM C494 8 Conforms to ASTM C494 9 Potable, Well, and/or Recycled * (P) in front of the mix denotes the use of Type IL(15) cement. No (P) denotes the use of Type 1/11 ** Slag and/or a Slag/Fly Ash blend may be used in place of Fly Ash. Mixes containing slag will have an S in front of the mix number 03 1000-02 Concrete Mix Design CAMMM Cadman, Inc. 185th Avenue HEIDELBEROCEMENTGirouF: STRENGTH PERFORMANCE 1004 PO Box 97038NE,Suite REPORT Redmond, WA 98073-9738 Tel: 425.867.1234 Mix: 4MFT438 - 5000 PSI @ 56 DAYS 8" SL Period : 12 Jan 2019 To 01 Oct 2019 Number of Tests 30 Specified Strength 5000 28 Day Compressive Test Average Strength 6850 Corrected CofV 9.5 ACI Running Average of 3 Criteria Yes Required Strength 6010 Standard Deviation 650 ACI Standard Deviation Criteria Yes Air Content Slump 7 Str 28 Str 56 Str % in psi psi psi Count 24 30 22 30 30 Average 2.76 8.54 3990 5910 6850 STDEV 0.52 0.66 490 610 650 COV% 18.7 7.7 12.3 10.4 9.4 Range Min 1.90 6.50 2890 4670 5280 Range Max 3.90 9.25 5030 7050 7970 Date Sample Air Content % Slump in Plant 7 Str psi 28 Str psi 56 Str psi 10/1/2019 683400C 3.20 8.50 54 4460 6560 7400 9/25/2019 681337C 2.90 8.50 54 2890 5080 6250 9/23/2019 680246C 2.60 9.25 54 3660 15540 7030 9/13/2019 677104C 2.60 9.00 54 3730 5760 6740 8/24/2019 669525C 8.50 50 4810 5850 669524C 2.60 8.75 53 5720 6420 669495C 2.20 9.25 54 6140 7080 8/10/2019 663808 9.00 54 3180 5440 5280 663706C 2.80 8.75 53 3360 5210 6460 663668C 2.70 8.00 50 3690 5600 6500 663665C 3.00 9.00 54 3930 6060 7110 652644C 2.90 8.25 50 4670 5600 7/13/2019 652534C 2.60 8.75 1 53 4990 6360 652517C 2.20 8.75 54 5580 6990 6/22/2019 645465C 3.90 8.75 54 5880 6580 645426C 9.00 53 5330 6940 645386C 3.40 8.75 50 5030 6150 6410 6/5/2019 639923C 2.40 8.00 50 4020 6130 6650 6/3/2019 638656C 3.90 8.75 53 4160 6470 7690 621195 7.00 53 4420 6450 7370 4/12/2019 621032 7.00 53 4460 6630 7670 620867 6.50 53 3810 6130 6850 3/15/2019 610879C 3.20 9.00 54 3750 6380 6660 3/7/2019 608090C 2.20 8.50 54 4230 6680 7910 597595C 1.90 8.75 50 4150 6080 6970 1/26/2019 597575C 2.10 9.00 50 3970 5850 6840 597568C 2.60 9.00 54 3970 5660 7040 1/22/2019 595986C 3.20 8.75 53 3840 6260 7110 1 /12/2019 592634C 2.50 8.50 50 4580 7050 7970 592629C 2.70 8.75 50 4480 6930 7850 Date : 3/11/2020 Page 1 of 1 03 1000-02 Concrete Mix Design August 5, 2020 Braycon LLC WHY 99 — Edmonds Mixed Use i1ElOELBERGCEMENTGroup .................................................................................................................................................................................................................................................... Mix Design*: (P)4W50414 / S4W50414 ... ......... ......... ......... ......... Description: 4000 PSI 3/" 4" SL Plant( All Plants .................................................................................................................................................................... Specified Use: Alt. Strip & Spread Footi S.S.D. Weights per Cubic Yard Portland Cement Fly Ash (Slag) 2** 70 lb .................................................................................................................................................................................................. Slump 4" ± 1" Maximum W/C Ratio 0.50 ................................................................................................................................................................................................. Conforms to ASTM C-150 or ASTM C-595 Type IL(15) 2 Conforms to ASTM C-618 — 17a (ASTM C-989) Fly Ash or Slag may be used depending on availability 3 WSDOT Approved Pit - Conforms to ASTM C33 4 WSDOT Approved Pit - Conforms to ASTM C33 5 WSDOT Approved Pit - Conforms to ASTM C33 6 Conforms to ASTM C494 Potable, Well, and/or Recycled * (P) in front of the mix denotes the use of Type IL(15) cement. No (P) denotes the use of Type 1/11 Cement ** Slag and/or Slag/Fly Ash blend may be used in place of Fly Ash. Mixes containing slag will have an S in front of the mix number. 03 1000-02 Concrete Mix Design CAMMM Cadman, Inc. 185th Avenue HEIDELBEROCEMENTGirouF: STRENGTH PERFORMANCE 1004 PO Box 97038NE,Suite REPORT Redmond, WA 98073-9738 Tel: 425.867.1234 Mix: 4W50414 - 4000 PSI 3/4" 4" SL Period : 08 Aug 2018 To 09 Oct 2019 Number of Tests 30 Specified Strength 4000 28 Day Compressive Test Average Strength 5700 Corrected CofV 8.1 ACI Running Average of 3 Criteria Yes Required Strength 4620 Standard Deviation 460 ACI Standard Deviation Criteria Yes Air Content Slump 7 Str 28 Str % in psi psi Count 4 30 29 30 Average 2.58 4.81 4140 5700 STDEV 0.65 0.86 460 460 COV% 25.2 17.9 11.2 8.2 Range Min 1.70 4.00 3030 4810 Range Max 3.20 8.00 5160 6610 Date Sample Air Content % Slump in Plant 7 Str psi 28 Str psi 10/9/2019 686859 4.50 54 4940 6610 9/20/2019 680087 1.70 5.50 30 3870 5570 9/9/2019 1674938 4.25 51 3770 1 5290 8/15/2019 665624 4.00 54 4000 5340 8/13/2019 664763 8.00 30 3710 5120 8/12/2019 663985 4.50 54 4480 5860 7/24/2019 656808 5.00 54 4630 5650 7/15/2019 653286 6.00 34 3860 4810 7/3/2019 649816 4.25 54 4540 6290 649663C 2.50 4.00 54 4370 5840 649640 4.25 54 3880 5680 6/18/2019 643786 5.00 54 4450 6220 6/17/2019 643481 5.00 54 4430 5500 6/12/2019 641681 C 2.90 5.00 54 5160 6210 6/5/2019 639569C 3.20 4.50 54 3640 5340 5/31 /2019 638092 5.00 54 4480 6420 5/30/2019 637555 6.00 54 4090 5620 5/1/2019 627757 5.00 53 4540 5790 4/11/2019 620643 4.00 51 3670 5220 4/3/2019 617572 4.00 50 4450 6320 3/12/2019 609598 5.00 53 4410 5420 3/8/2019 608434 4.00 51 3030 5030 1/21/2019 595462 4.00 50 4060 6010 12/19/2018 586194 5.50 51 3360 5280 579594 5.25 53 4090 5730 11 /29/2018 579478 5.50 51 4280 5980 11/16/2018 575728 4.75 53 6420 11/15/2018 575156 4.00 50 4270 5640 11 /6/2018 571061 4.00 50 3900 5680 8/8/2018 533725 4.50 53 3700 5110 Date : 2/19/2020 Page 1 of 1 03 1000-02 Concrete Mix Design August 5, 2020 Braycon LLC WHY 99 — Edmonds Mixed Use i1ElOELBERGCEMENTGroup .................................................................................................................................................................................................................................................... Mix Design*: (P)3C58436 / S3C58436 ..... ......... ......... ......... ......... Description: 3000 PSI 3/" 6" SL Plant( All Plants .............................................................................................................. Specified Use: SOG S.S.D. Weights per Cubic Yard Portland Cement 1 400 lb .................................................................................................................................................:.......................................:....................... Fly Ash (Slag) 2** 70 lb .................................................................................................................................................................................................................. Coarse Aggregate, %11 3 8.54 cu. ft. .................................................................................................................................................................................................................. Coarse Aggregate, %114 1.57 cu. ft. .................................................................................................................................................................................................................. Fine Aggregate 5 8.55 cu. ft. .................................................................................................................................................................................................................. Water Reducer, Type A s 1-40 oz .................................................................................................................................................................................................................. Water Reducer, Type F' 1-50 oz Water $ .................................................................................................................................................:.......................................:....................... 270 lb .................................................................................................................................................................................................. Slump 6" ± 1" Maximum W/C Ratio 0.57 ................................................................................................................................................................................................. MasterFiber MAC 360 FF may be added as a line item and must be ordered by customer at time of concrete order. Recommended dosage: 4 Ib/yd3 Conforms to ASTM C-150 or ASTM C-595 Type IL(15) 2 Conforms to ASTM C-618 — 17a (ASTM C-989) Fly Ash or Slag may be used depending on availability 3 WSDOT Approved Pit - Conforms to ASTM C33 4 WSDOT Approved Pit - Conforms to ASTM C33 5 WSDOT Approved Pit - Conforms to ASTM C33 6 Conforms to ASTM C494 Conforms to ASTM C494 8 Potable, Well, and/or Recycled * (P) in front of the mix denotes the use of Type IL(15) cement. No (P) denotes the use of Type 1/11 Cement ** Slag and/or Slag/Fly Ash blend may be used in place of Fly Ash. Mixes containing slag will have an S in front of the mix number. 03 1000-02 Concrete Mix Design CAMMM Cadman, Inc. 185th Avenue HEIDELBEROCEMENTGirouF: STRENGTH PERFORMANCE 1004 PO Box 97038NE,Suite REPORT Redmond, WA 98073-9738 Tel: 425.867.1234 Mix: 3C58436 - 3000 PSI 3/4" 6" SL Period : 06 Mar 2018 To 13 Jun 2019 Number of Tests 26 Specified Strength 3000 28 Day Compressive Test Average Strength 5010 Corrected CofV 14.5 ACI Running Average of 3 Criteria Yes Required Strength 4190 Standard Deviation 730 ACI Standard Deviation Criteria No Air Content Slump 7 Str 28 Str % in psi psi Count 3 26 26 26 Average 3.80 5.62 3360 5010 STDEV 1.04 0.73 510 710 COV% 27.5 12.9 15.1 14.2 Range Min 3.10 4.00 2710 3980 Range Max 5.00 7.00 4370 6730 Date Sample Air Content ova Slump in Plant 7 Str psi 28 Str psi 6/13/2019 642295 5.50 50 3640 4920 3/21/2019 612970 3.30 6.00 54 3840 5470 1 /25/2019 1597354 5.50 54 4370 1 6730 1/14/2019 592860 6.00 53 2720 3980 10/29/2018 567659 5.00 51 3160 4900 10/22/2018 564530 5.00 51 3590 5160 10/2/2018 555743 5.00 50 3470 5690 8/24/2018 540579 5.00 53 3590 5180 8/22/2018 539541 6.00 51 2990 4110 7/19/2018 525088 7.00 51 2710 4190 7/13/2018 522650 5.50 51 2850 4920 6/28/2018 516625 6.00 51 2750 4230 6/26/2018 515536 5.00 50 3850 5720 6/21/2018 513957 5.75 51 2980 4520 6/14/2018 510929 7.00 51 2970 4370 6/4/2018 506274 4.25 51 2720 4300 5/30/2018 504362 6.00 51 3090 4610 500861 6.00 53 3270 4840 5/21 /2018 500747 5.00 5.00 51 3120 4880 5/11/2018 496982 4.00 53 3090 4540 5/10/2018 496427 6.00 51 2860 4590 495421 6.00 54 4210 6240 5/8/2018 495336 6.25 50 3840 5420 495246 6.25 54 4180 6170 4/5/2018 483037 6.00 51 3640 4900 3/6/2018 472659 3.10 5.00 50 3890 5690 Date : 5/14/2020 Page 1 of 1 03 1000-02 Concrete Mix Design August 5, 2020 Braycon LLC WHY 99 — Edmonds Mixed Use i1ElOELBERGCEMENTGroup .................................................................................................................................................................................................................................................... Mix Design*: (P)3C55436 / S3C55436 ..... ......... ......... ......... ......... Description: 3000 PSI 3/" 6" SL Plant( All Plants .............................................................................................................. Specified Use: Alt. SOG S.S.D. Weights per Cubic Yard Portland Cement 1 440 lb .................................................................................................................................................:.......................................:....................... Fly Ash (Slag) 2** 77 lb .................................................................................................................................................................................................................. Coarse Aggregate, %11 3 9.51 cu. ft. .................................................................................................................................................................................................................. Coarse Aggregate, %114 1.65 cu. ft. .................................................................................................................................................................................................................. Fine Aggregate 5 8.25 cu. ft. .................................................................................................................................................................................................................. Water Reducer, Type A s 1-40 oz .................................................................................................................................................................................................................. Water Reducer, Type F' 1-50 oz Water $ .................................................................................................................................................:.......................................:....................... 270 lb .................................................................................................................................................................................................. Slump 6" ± 1" Maximum W/C Ratio 0.52 ................................................................................................................................................................................................. MasterFiber MAC 360 FF may be added as a line item and must be ordered by customer at time of concrete order. Recommended dosage: 4 Ib/yd3 Conforms to ASTM C-150 or ASTM C-595 Type IL(15) 2 Conforms to ASTM C-618 — 17a (ASTM C-989) Fly Ash or Slag may be used depending on availability 3 WSDOT Approved Pit - Conforms to ASTM C33 4 WSDOT Approved Pit - Conforms to ASTM C33 5 WSDOT Approved Pit - Conforms to ASTM C33 6 Conforms to ASTM C494 Conforms to ASTM C494 8 Potable, Well, and/or Recycled * (P) in front of the mix denotes the use of Type IL(15) cement. No (P) denotes the use of Type 1/11 Cement ** Slag and/or Slag/Fly Ash blend may be used in place of Fly Ash. Mixes containing slag will have an S in front of the mix number. 03 1000-02 Concrete Mix Design CADMAN HEIDELBERGCEME NTGroup STRENGTH PERFORMANCE REPORT Mix : 3C55436 - 3000 PSI 3/4" 6" SL Period : 03 Jan 2018 To 06 Nov 2019 Cadman, Inc. 7554 185th Avenue NE,Suite 100 PO Box 97038 Redmond, WA 98073-9738 Tel: 425.867.1234 Number of Tests 22 Specified Strength 3000 28 Day Compressive Test Average Strength 6400 Corrected CofV 9.1 ACI Running Average of 3 Criteria Yes Required Strength 3860 Standard Deviation 580 ACI Standard Deviation Criteria No Air Content Slump 7 Str 28 Str % in psi psi Count 22 18 22 Average 5.86 4720 6400 STDEV 0.59 570 550 COV% 10.1 12.1 8.7 Range Min 5.00 3610 5120 Range Max 7.00 5880 7410 Date Sample Air Content % Slump in Plant 7 Str psi 28 Str psi 697244 6.25 54 4810 6710 11 /6/2019 697142 6.25 54 5020 6630 697057 6.00 54 4930 16440 10/31 /2019 694944 7.00 54 5390 6770 694867 6.50 54 5880 7410 10/29/2019 693787 5.00 54 4900 6990 10/25/2019 692854 6.00 54 4430 6540 692642 6.00 54 4280 6070 10/15/2019 689390 6.75 54 5260 7240 689234 6.25 54 5370 7020 10/7/2019 685552 6.50 53 4460 6020 5/1/2019 627483 6.00 54 4680 6410 8/15/2018 536397 5.00 54 3610 5120 2/1 /2018 461835 6.00 50 4510 6040 461729 5.50 50 4440 5900 1 /20/2018 458485 5.25 53 6640 458473 5.25 53 6610 /13/2018 456199 5.25 50 5880 1 456124 6.00 50 5840 452837 5.00 32 3690 5660 1 /3/2018 452675 6.00 53 1 4430 6130 452550 5.25 53 1 4950 6720 Date : 2/10/2020 Page 1 of 1 03 1000-02 Concrete Mix Design August 5, 2020 Braycon LLC WHY 99 — Edmonds Mixed Use i1ElOELBERGCEMENTGroup .................................................................................................................................................................................................................................................... Mix Design*: (P)6C36828 ...................................................................................................... Description: 6000 PSI 3/8" 8" SL Plant( All Plants ........................................................................................................................................................... Specified Use: Columns/Shear Walls S.S.D. Weights per Cubic Yard Portland Cement Fly Ash (Slag) 2** 540 1 lb 170 lb .................................................................................................................................................................................................. Slump 8" ± 1" Maximum W/C Ratio 0.36 ................................................................................................................................................................................................. Conforms to ASTM C-150 or ASTM C-595 Type IL(15) 2 Conforms to ASTM C-618 — 17a (ASTM C-989) Fly Ash or Slag may be used depending on availability 3 WSDOT Approved Pit - Conforms to ASTM C33 4 WSDOT Approved Pit - Conforms to ASTM C33 5 Conforms to ASTM C494 6 Potable, Well, and/or Recycled * (P) in front of the mix denotes the use of Type IL(15) cement. No (P) denotes the use of Type 1/11 Cement ** Slag and/or Slag/Fly Ash blend may be used in place of Fly Ash. Mixes containing slag will have an S in front of the mix number. 03 1000-02 Concrete Mix Design CAMMM Cadman, Inc. 185th Avenue HEIDELBEROCEMENTGirouF: STRENGTH PERFORMANCE 1004 PO Box 97038NE,Suite REPORT Redmond, WA 98073-9738 Tel: 425.867.1234 Mix: 6C36828 - 6000 PSI 3/8" 8" SLUMP Period : 09 Sep 2019 To 13 Feb 2020 Number of Tests 30 Specified Strength 6000 28 Day Compressive Test Average Strength 9050 Corrected CofV 9.8 ACI Running Average of 3 Criteria Yes Required Strength 7470 Standard Deviation 890 ACI Standard Deviation Criteria Yes Air Content Slump 7 Str 28 Str % in psi psi Count 2 30 30 30 Average 2.35 7.68 6650 9050 STDEV 0.64 0.93 780 890 COV% 27.1 12.2 11.8 9.8 Range Min 1.90 5.00 4670 7200 Range Max 2.80 10.00 8110 10440 Date Sample Air Content % Slump in Plant 7 Str psi 28 Str psi 2/13/2020 1008784 7.50 32 6640 9060 1 /6/2020 714609 8.75 53 6920 9590 12/23/2019 1712481 7.25 53 7460 1 10410 12/20/2019 711890 8.00 54 6970 9580 12/19/2019 711679 10.00 53 5680 8280 12/17/2019 710788 7.50 54 7070 9620 12/11/2019 708750 7.25 54 7860 10320 12/3/2019 705867 7.00 54 7570 9880 12/2/2019 705426 8.25 50 5520 8100 11 /22/2019 703458 7.50 54 7360 10270 11 /20/2019 702019 7.75 50 5250 7200 11 /19/2019 701866 8.00 50 6690 8650 11 /14/2019 700230 8.00 54 7590 9430 11/13/2019 699367 7.50 50 6190 7820 699335 7.75 54 6600 9010 11 /7/2019 697816 7.00 1 50 5980 8460 11 /5/2019 696575 8.00 54 7610 10420 10/30/2019 694446 8.50 50 6540 8580 10/25/2019 692994C 2.80 8.00 30 6660 8800 10/24/2019 692159 7.50 50 6630 8600 10/16/2019 689685C 1.90 8.00 30 6430 8890 10/11/2019 687757 10.00 53 6730 9040 10/2/2019 684414 5.00 54 4670 7430 9/26/2019 681931 6.50 53 7020 9820 9/21 /2019 680238 7.25 54 6670 9300 9/17/2019 678188 7.00 54 6650 9330 9/12/2019 676876 7.50 50 6230 8350 9/11/2019 676036 7.00 30 5740 8080 9/10/2019 675734 7.00 54 8110 10440 9/9/2019 675235 8.00 50 6330 8740 Date : 6/4/2020 Page 1 of 1 03 1000-02 Concrete Mix Design August 5, 2020 Braycon LLC WHY 99 — Edmonds Mixed Use i1ElOELBERGCEMENTGroup .................................................................................................................................................................................................................................................... Mix Design*: (P)3D40426 / S3D40426 ..... ......... ......... ......... ......... Description: 3K @ 3 Day 5K @ 28 6" SL .025% ..................................................................................................................................................................................................................... Plant( All Plants .................... Specified Use: :Walls Board Forms ure CKC: FOR PT DECK AT LEVEL RI, SUBMIT MIX DESIGN CONFORMING TO THE SHRINKAGE REQUIREMENTS (0.025%AT 28 DAYS). S.S.D. Weights per Cubic Yard Portland Cement 1 550 lb Fly Ash (Slag) 2** ...................................................................................................... 105 lb ...............................................................................:....................... Coarse Aggregate, 3/" 3 9.64 cu. ft. ...................................................................................................... Coarse Aggregate, 3/8" 4 1.80 cu. ft. .................................................................................................................................................:.......................................:....................... Fine Aggregates 7.47 cu. ft. ..................................................................................................................................................:.......................................:....................... Water Reducer, Type A s 0-50 oz ..................................................................................................................................................:............................................................... Water Reducer, Type F' 1-60 oz ..................................................................................................................................................:............................................................... Water $ 262 lb Slump 6" ± 1" Maximum W/C Ratio 0.40 ................................................................................................................................................................................................. Shrinkage reducing admixture MasterLife SRA 035 may be added as a line item and must be ordered by customer at time of concrete order. Dosage: 128 oz/yd3 Conforms to ASTM C-150 or ASTM C-595 Type IL(15) 2 Conforms to ASTM C-618 — 17a (ASTM C-989) Fly Ash or Slag may be used depending on availability 3 WSDOT Approved Pit - Conforms to ASTM C33 4 WSDOT Approved Pit - Conforms to ASTM C33 5 WSDOT Approved Pit - Conforms to ASTM C33 6 Conforms to ASTM C494 Conforms to ASTM C494 8 Potable, Well, and/or Recycled * (P) in front of the mix denotes the use of Type IL(15) cement. No (P) denotes the use of Type 1/11 Cement ** Slag and/or Slag/Fly Ash blend may be used in place of Fly Ash. Mixes containing slag will have an S in front of the mix number. 03 1000-02 Concrete Mix Design CAMMM Cadman, Inc. 185th Avenue HEIDELBEROCEMENTGirouF: STRENGTH PERFORMANCE 1004 PO Box 97038NE,Suite REPORT Redmond, WA 98073-9738 Tel: 425.867.1234 Mix: 3D40426 - 3K @ 3 DAY 5K @ 28 6" SL Period : 27 Aug 2018 To 06 Dec 2019 Number of Tests 30 Specified Strength 5000 28 Day Compressive Test Average Strength 7420 Corrected CofV 10.1 ACI Running Average of 3 Criteria Yes Required Strength 6250 Standard Deviation 750 ACI Standard Deviation Criteria Yes Air Content Slump 3 Str 7 Str 28 Str % in psi psi psi Count 10 29 9 26 30 Average 2.62 6.13 4070 5710 7420 STDEV 0.51 0.90 620 730 750 COV% 19.5 14.7 15.3 12.8 10.1 Range Min 1.80 4.75 3190 3490 5960 Range Max 3.60 8.00 5090 7010 9540 Date Sample Air Content % Slump in Plant 3 Str psi 7 Str psi 28 Str psi 12/6/2019 707546 6.00 50 3490 7340 11/7/2019 697852 5.00 54 6800 8920 10/30/2019 1 694721 5.00 54 1 6330 8410 10/11/2019 688165 6.00 54 4420 6420 8410 9/26/2019 682328 6.00 54 5710 7580 9/25/2019 681391 C 2.50 7.25 30 5380 7230 9/19/2019 679421 5.00 54 5980 7840 9/7/2019 674777C 6.25 32 3770 5620 7710 674712C 7.25 32 3820 5720 7600 674701 C 2.40 7.00 30 3270 6490 674668C 7.00 34 4110 5670 7320 8/28/2019 671121 C 2.80 7.00 32 6990 8/16/2019 666155 6.00 50 4650 5960 8/2/2019 660803 5.00 53 6220 7/25/2019 657289C 2.60 7.00 34 5970 7600 657270C 2.40 7.00 32 5330 6890 653944C 3.10 5.50 1 30 5090 6570 7290 7/17/2019 656898C 3.60 7.25 34 4440 7010 7580 4/10/2019 619907C 2.90 5.75 54 4560 6300 8040 3/29/2019 616024 8.00 54 5010 6810 2/28/2019 605700C 1.80 6.25 33 5830 7800 12/26/2018 587706 4.75 1 50 5790 6720 12/3/2018 580508 6.25 53 6170 7370 11/19/2018 576538 5.00 50 5420 9540 10/11/2018 559865C 2.10 32 5950 7520 9/26/2018 553203 6.00 32 3190 6960 9/14/2018 547914 5.25 32 5460 6960 8/30/2018 543022 7.00 32 5170 7250 8/28/2018 541911 6.00 32 4870 6810 8/27/2018 1 541428 5.00 53 5730 7470 Date : 2/18/2020 Page 1 of 1 03 1000-02 Concrete Mix Design August 5, 2020 Braycon LLC WHY 99 — Edmonds Mixed Use i1ElOELBERGCEMENTGroup .................................................................................................................................................................................................................................................... Mix Design*: (P)2D35476 / S2D35476 ..... ......... ......... ......... ......... Description: 3K @ 2 Day 6K @ 28 6" SL Air .025% ...................................................................................................................................................................................................................................................: Plant(s): , Specified Use: Elevatad Slabs. Cad P2_ DESIGN CONFORMING TO THE SHRINKAGE REQUIREMENTS (0.035% AT 28 DAYS). J ........................................................................................................................ S.S.D. Weights per Cubic Yard Portland Cement 1 658 lb .................................................................................................................................................:.......................................:....................... Fly Ash (Slag) 2** 120 lb ................................................................................................................................................................................................................. Coarse Aggregate, 3/4" 3 8.03 cu. ft. ................................................................................................................................................................................................................. Coarse Aggregate, 3/8" 4 2.85 cu. ft. ................................................................................................................................................................................................................. Fine Aggregate 5 6.39 cu. ft. ......................................................................................................... ........................................:.......................................:....................... Water Reducer, Type A s 0-60 oz .................................................................................................................................................:.......................................:....................... Water Reducer, Type F' 1-70 oz ........................................:.......................................:....................... Air Entrainer 8 0.25-10 oz ...................................................................................................... Water 9 ........................................................................................................................................................................................:....................... 273 lb .................................................................................................................................................................................................. Slump 6" ± 1" Entrained Air 5% ± 1.5% Maximum W/C Ratio 0.35 ................................................................................................................................._............................................................. Shrinkage reducing admixture MasterLife SRA 035 may be added as a line item and must be ordered by customer at time of concrete order. Dosage: 128 oz/yd3 Conforms to ASTM C-150 or ASTM C-595 Type IL(15) 2 Conforms to ASTM C-618 — 17a (ASTM C-989) Fly Ash or Slag may be used depending on availability 3 WSDOT Approved Pit - Conforms to ASTM C33 4 WSDOT Approved Pit - Conforms to ASTM C33 5 WSDOT Approved Pit - Conforms to ASTM C33 6 Conforms to ASTM C494 Conforms to ASTM C494 8 Conforms to ASTM C260 9 Potable, Well, and/or Recycled * (P) in front of the mix denotes the use of Type IL(15) cement. No (P) denotes the use of Type 1/11 Cement ** Slag and/or Slag/Fly Ash blend may be used in place of Fly Ash. Mixes containing slag will have an S in front of the mix number. 03 1000-02 Concrete Mix Design CAMMM Cadman, Inc. 185th Avenue HEIDELBEROCEMENTGirouF: STRENGTH PERFORMANCE 1004 PO Box 97038NE,Suite REPORT Redmond, WA 98073-9738 Tel: 425.867.1234 Mix: 2D35476 - 3K @ 2 DAY 6K @ 28 3/4" 6" SL AIR Period : 31 Jan 2019 To 09 Sep 2019 Number of Tests 29 Specified Strength 6000 28 Day Compressive Test Average Strength 8590 Corrected CofV 12.1 ACI Running Average of 3 Criteria Yes Required Strength 7810 Standard Deviation 1040 ACI Standard Deviation Criteria Yes Air Content Slump 2 Str 7 Str 28 Str % in psi psi psi Count 15 29 7 29 29 Average 4.54 7.20 4160 6530 8590 STDEV 0.54 0.98 400 850 1030 COV% 11.9 13.6 9.7 13.1 12.0 Range Min 3.60 4.00 3510 4560 6720 Range Max 5.60 9.00 4840 7920 10250 Date Sample Air Content % Slump in Plant 2 Str psi 7 Str psi 28 Str psi 9/9/2019 674955 5.00 4.00 34 5390 6720 619721 5.10 6.50 50 6000 7310 4/9/2019 619634 4.60 7.00 150 6390 8120 619517 4.70 6.50 50 6170 8200 4/5/2019 618726 8.25 53 4180 7360 9390 618564 8.00 53 4840 7100 8800 618512C 4.40 7.50 53 5460 6850 3/29/2019 616043 7.50 53 6850 8750 616010C 4.10 8.00 53 6120 8060 615917 7.75 53 7110 8980 613713 7.00 53 7500 9390 3/22/2019 613578 8.00 53 6640 8760 613500C 4.30 7.50 53 6330 8430 3/20/2019 612384C 4.20 6.25 1 50 4020 5870 7300 3/18/2019 611419C 5.30 7.25 30 4000 5970 7190 3/15/2019 611019 8.50 53 7120 9770 610892 7.50 53 7480 9790 610863C 4.70 8.00 53 6410 8470 608746 9.00 53 6740 9530 3/8/2019 608583C 3.60 7.00 53 6500 8680 608569 7.50 53 7290 9820 /2019 606314 7.25 53 4230 6700 8660 3/1 606136 6.00 53 4350 7920 10070 604007 7.00 53 7710 9970 2/22/2019 603889C 3.90 6.50 53 4980 9200 603876 6.00 53 7890 10250 2/13/2019 600931 C 5.60 8.25 54 3510 4560 7800 1/31/2019 599789 4.40 6.50 50 6170 7460 599711 4.20 6.75 50 5710 7330 Date : 2/6/2020 Page 1 of 1 03 1000-02 Concrete Mix Design August 5, 2020 Braycon LLC WHY 99 — Edmonds Mixed Use i1ElOELBERGCEMENTGroup .................................................................................................................................................................................................................................................... Mix Design*: (P)4SH0813 .................................................................................................... Description: 4000 PSI Shotcrete Plant( All Plants ............................................................................................................... Specified Use: Shotcrete S.S.D. Weights per Cubic Yard Portland Cement 705 1 lb Coarse Aggregate, %11 2 5.22 cu. ft. .................................................................................................................................................:.......................................:....................... Fine Aggregate 3 12.18 cu. ft. . . . . . . . . .........................................................................................................................................:.......................................:....................... Water Reducer, Type A 4 1-60 oz ................................................................................................................................................................................................................. Waters 325 lb Slump 3" ± 1" Maximum W/C Ratio 0.46 ................................................................................................................................................................................................. 1 Conforms to ASTM C-150 or ASTM C-595 Type IL(15) 2 WSDOT Approved Pit - Conforms to ASTM C33 3 WSDOT Approved Pit - Conforms to ASTM C33 4 Conforms to ASTM C494 s Potable, Well, and/or Recycled * (P) in front of the mix denotes the use of Type IL(15) cement. No (P) denotes the use of Type I/II Cement 03 1000-02 Concrete Mix Design CADMAN HEIDELBEROCEMENTGirouF: STRENGTH PERFORMANCE REPORT Mix: 4SH0813 - 4000 PSI SHOTCRETE Period : 18 Nov 2019 To 23 Dec 2019 Cadman, Inc. 7554 185th Avenue NE,Suite 100 PO Box 97038 Redmond, WA 98073-9738 Tel: 425.867.1234 Number of Tests 30 Specified Strength 4000 28 Day Compressive Test Average Strength 6690 Corrected CofV 11.4 ACI Running Average of 3 Criteria Yes Required Strength 5270 Standard Deviation 760 ACI Standard Deviation Criteria Yes Air Content Slump 7 Str 28 Str % in psi psi Count 27 6 30 Average 3.91 5580 6690 STDEV 0.75 1460 760 COV% 19.2 26.2 11.3 Range Min 2.75 3340 5530 Range Max 7.00 7030 8700 Date Sample Air Content % Slump in Plant 7 Str psi 28 Str psi 12/23/2019 712199 3.00 54 6830 8060 12/19/2019 711496 3.00 54 7030 8700 12/16/2019 710351 4.00 1 51 6290 710175 4.00 51 5920 12/13/2019 709482 4.00 51 6770 12/12/2019 709232 4.00 50 6090 709110 4.00 50 6970 12/11/2019 708892 4.00 53 6760 708776 4.00 53 7040 12/10/2019 708265 4.00 50 6580 708256 3.00 54 6530 8190 12/9/2019 708008 4.00 51 7060 707748 4.00 51 6570 12/6/2019 707202 7.00 51 4620 6580 12/5/2019 706713 4.00 53 7210 12/4/2019 706476 4.00 51 5900 706315 4.00 51 6150 705994 4.00 1 51 5530 12/3/2019 705782 4.00 51 5760 12/2/2019 705535 4.25 51 6770 11 /27/2019 704941 4.00 50 3340 5880 704648 50 5810 11/26/2019 704521 3.50 50 6660 /25/2019 704236 4.00 50 7630 11 704059 4.00 51 6000 11 /22/2019 703640 51 6560 11/21/2019 702733 51 6280 11/20/2019 702061 4.00 50 7090 11/19/2019 701783 3.00 50 5130 7270 11/18/2019 701288 2.75 50 6600 Date : 2/12/2020 Page 1 of 1 03 1000-02 Concrete Mix Design August 5, 2020 Braycon LLC WHY 99 — Edmonds Mixed Use CAMM AEIDEL13 MG: '':'....:: AGGREGATE UNIT WEIGHTS — POUNDS PER CUBIC FOOT Plants: Sky River (30) Mill Creek (31) Woodinville (32) Smith Island (34) Redmond (50) Issaquah (51) Bellevue (53) Seattle (54) WSDOT Approved Aggregate Pit A189 A460 A511 B335 CA7 D336 D351 X125 1 '/2" 168.48 168.48 169.10 168.48 172.22 3/4" 170.35 168.48 168.48 168.48 170.98 168.48 173.47 %11 169.73 167.86 167.86 167.86 167.86 167.86 172.22 B.S 165.36 164.11 164.11 165.36 165.36 *Multiply the volume of the specified material of the mix design by the unit weight of that material for the plant of delivery in order to determine the total weight for that material at that plant. *To maintain proper yield, Cadman reserves the right to adjust mix design weights and volumes due to variations in material specific gravity, gradations and material availability. Lightweight aggregates maximum density will not exceed 115 PCF when the density is obtained utilizing the procedures in Section 9.2 of ASTM C567 (Calculation of Approximate Equilibrium Density) 03 1000-02 Concrete Mix Design Lehigh Cement, a division of Lehigh Hanson Materials Limited 7777 Ross Road Delta, British Columbia, V4G 1B8 P.O. Box 950, WK 3S6 ph: 604.946.0411 MILL TEST REPORT Cement Type: ASTM Type 1/11, AASHTO Type Vill Portland Cement Plant: Delta, BC L EH/GH HEIDELBERGCEMENTGroup A NV AASHTO R18 NSFlA1J$/CAF B, 8 NSF1AN51 3i2 Certificate #: D2-506 Production Period: Jun 01 2020 Test ASTM AASHTO Jun 30 2020 Result C150IC150M--19a M85-19 Specification Specification Si02 (%) ASTMC114 19.8 - - A1203 (%) ASTMC114 4.9 max. 6.0 max. 6.0 Fe203 (%) ASTMC114 3.22 max. 6.0 max. 6.0 CaO (%) ASTMC114 64.3 - - MgO (%) ASTMC114 1.0 max. 6.0 max. 6.0 S03 (%) ASTMC114 2.99 max.3.0* max.3.0* Na20 (%) ASTMC114 0.32 - - K20 (%) ASTMC114 0.42 - - Ti02 (%) ASTMC114 0.24 - - C3S (%) ASTMC150 62 - - C2S (%) ASTMC150 7 - - C3A (%) ASTMC150 7 max. 8 max. 8 C4AF (%) ASTMC150 9 - - Equivalent Alkalies (%) ASTMC150 0.59 - Loss on Ignition (%) ASTMC114 3.4 max. 3.5 max. 3.5 Insoluble Residue (%) ASTMC114 0.04 max. 1.5 max. 1.5 Free Calcium Oxide (%) ASTMC114 0.8 - - 0O2 in Cement (%) ASTMC114 2.2 - - CaCO3 in Limestone (%) ASTMC114 97 min. 70 min. 70 Limestone in Cement (%) ASTMC150 5.0 max. 5.0 max. 5.0 *S03 may exceed the maximum limit of 3.0% as the cement meets ASTM C1038 requirements. Mortar Bar Expanion at 14 days ASTM C1038 0.008 max. 0.020 max. 0.020 Vicat Setting Time Initial (minutes) ASTMC191 105 min. 45 max. 375 min. 45 max. 375 Blaine Fineness (m2/kg) ASTMC204 409 min. 260 min. 260 +325 mesh ASTMC430 2.0 - - Air Content of Mortar (%) ASTMC185 9.5 max. 12 max. 12 Autoclave Expansion (%) ASTMC151 0.08 max. 0.80 max. 0.80 Compressive Strength MPa / psi 3 Day ASTMC1091109M 27.6 / 4000 min. 12.0 min. 12.0 7 Day ASTMC1091109M 35.2 / 5110 min. 19.0 min. 19.0 28 Day (previous month) ASTMC1091109M 43.9 / 6370 - - Mortar Bar Resistance (Q4/19) ASTMC452 0.050 max. 0.050 Color (L*) 60 This will certify that the above described cement meets the standard chemical and physical requirements of ASTM Specification C-150 and AASHTO Specification M85 for Type I and Type II Portland Cements. Siu Kei (S.K.) Ng July 9, 2020 Plant Chemist 03 1000-02 Concrete Mix Design Lehigh Cement, a division of Lehigh Hanson Materials Limited L EH/GH 7777 Ross Road Delta, British Columbia, V4G 1B8 HEIDELBERGCEMENTGroup P.O. Box 950, WK 3S6 ph: 604.946.0411 MILL TEST REPORT A NV Cement Type: ASTM Type IL(15) �sF�ertfieda AASHTO RI8 EcoCemPLC - Portland Limestone Cement ..ZN I 111s, Plant: Delta, BC F Certificate #: D2L-110 Production Period: Jun 01 2020 Test ASTM Jun 30 2020 Result C595IC595M--19 Specification Si02 (%) ASTM CI14 18.6 A1203 (%) ASTM C114 4.5 Fe203 (%) ASTM C114 3.07 CaO (%) ASTM C114 64.9 - MgO (%) ASTM C114 1.0 S03 (%) ASTM C114 2.79 max. 3.0 Na20 (%) ASTM C114 0.29 K20 (%) ASTM C114 0.40 - *Adjusted Potential Phase Composition C3S (%) ASTM C150 57 C2S (%) ASTM C150 10 C3A (%) ASTM C150 7 C4AF (%) ASTM C150 9 Equivalent Alkalies (%) ASTM C150 0.55 Loss on Ignition (%) ASTM C114 6.1 max. 10.0 Free Calcium Oxide (%) ASTM C114 0.8 - Vicat Setting Time Initial (minutes) ASTMC191 103 min. 45 max. 420 Blaine Fineness (m2/kg) ASTM C204 454 +325 mesh ASTM C430 1.1 - Air Content of Mortar (%) ASTM CI85 8.8 max 12 Autoclave Expansion (%) ASTMC151 0.06 max. 0.80, min -0.20 Compressive Strength MPa / psi 3 Day ASTM C1091109M 29.4 / 4270 min. 13.0 [1890] 7 Day ASTM C1091109M 35.3 / 5110 min. 20.0 [2900] 28 Day (previous month) ASTM C1091109M 42.4 / 6150 min. 25.0[3620] Sulphate Resistance % (Q1/19) ASTMC1012 0.06 max 0.10 (Expansion at 180 days) Color (L*) 62 This will certify that the above described cement meets the standard chemical and physical requirements of ASTM Specification C595 for Type IL Portland -limestone Cement. *Corrected by using ASTM calculation for Blended Cement Siu Kei (S.K.) NgJuly 9, 2020 Plant Chemist l 03 1000-02 Concrete Mix Design LAFARGE CEMENT NSFIANSIICAN S1 Cement Mill Test Report Month of Issue: AUGUST 2020 Plant: Richmond, British Columbia Product: Portland Cement Type IL(15) MS Mill Test Report # R-TIL-20-08 Manufactured: JULY 2020 ASTM C595 - 19 Standard Requirements CHEMICAL ANALYSIS PHYSICAL ANALYSIS Item Sec limit Test Result Item Sec limit Test Result Rapid Method, X-Ray (C 114) Air content of mortar (%) (C 185) 12 max 5.3 Si02 (%) --- 18.8 AI203 (°/) --- 4.6 Blaine Fineness (m2/kg) (C 204) --- 484 Fe203 (°/) --- 3.1 CaO (%) --- 63.5 Passing 325 (%) (C 430) --- 98.7 MgO (%) --- 0.8 S03 (%) 3.0 max* 2.8 Autoclave expansion (%) (C 151) [-0.2 - 0.8] -0.03 Loss on ignition @ 950 (%) 10.0 max 5.2 NaEq (Alkali) (%) --- 0.53 Compressive strength (Mpa [PSI]) (C 109) Insoluble residue (%) --- 0.16 Mpa PSI 3 days 13.0 [1890] min 31.6 4580 7 days 20.0 [2900] min 37.4 5420 28 days (Reflects previous month's data) 25.0 [3620] min 44.4 6440 Time of setting (minutes) Adjusted Potential Phase Composition*** Vicat Initial (C 191) 45-420 91 C3S (%) --- 50 C2S (%) --- 16 Mortar Bar Expansion (C 1038)* C3A (%) 7 14 days, % max 0.020 max 0.002 C4AF (%) 9 Cement Density C186 3.09 Sulphate Resistance C1012 (Q4/2019) 0.045 * May exceed 3.0 % S03 maximum based on our C 1038 results of <0.02 % expansion at 14 days. *** Corrected by using ASTM Calculation for Limestone Cement Cement meets ASTM C 1157 Type MS We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements of: ASTM C 595-19 & AASHTO M 240-19 STANDARD SPECIFICATIONS FOR TYPE IL(15), TYPE IL(15) MS CEMENT Cement complies with NSF 61 Questions or enquiries can be directed to Rob Shogren - --� Western BLI - Richmond Rob Shogren, PhD 7611 No 9 Rd Richmond, BC Lafarge -Technical Director 6042444300 5400 W Marginal Way SW, Seattle WA Harold Ptachyk B.Sc., PChem P-12069239953 Quality Manager E Rob.Shogren@lafargeholcim.com 8/5/2020 03 1000-02 Concrete Mix Design LAFARG E NORTH AMERICA Cement FLY ASH TEST REPORT Analysis by: Lafarge Seattle Concrete Lab Sample from: Centralia Power Plant Average Analysis: July 2020 Test Report Number 8-20 Class F Chemical Analysis Results Limits Silicon Dioxide (Si02) 48.2 % Aluminum Oxide (AI203) 16.8 % Iron Oxide (Fe203) 6.4 % Total (Si02) + (AI203) + (Fe203) 71 % 50% Min - ASTM Sulphur Trioxide (SO3) 1.6 % 5% Max - ASTM Calcium Oxide (CaO) 13.2 % 18% Max - ASTM Magnesium Oxide 5.7 % Moisture Content 0.24 % 3% Max - ASTM Loss on Ignition 0.52 % 5% Max Available Alkali as Equiv. Na20 (previous month's result) 0.41 % 1.5% Max Physical Analysis Fineness Retained on 45 um (No. 325 Sieve) Strength Activity Index with Portland Cement • of Control at 7 Days • of Control at 28 Days (previous month's result) Water Requirement, Percent of Control Autoclave Expansion Density Uniformity Requirements Density, Variation from Average Fineness 45um Sieve, Variation from Average 16.5 % 34% Max - ASTM 105 % 75% Min - ASTM 96 % 75% Min - ASTM 100 % 105% Max- ASTM 0.04 % 0.8% Max - ASTM 2.65 Mg/m3 3.10 % 5% Max - ASTM 4.10 % 5% Max - ASTM We hereby certify that the composite fly ash sample above meets the chemical and physical requirements of ASTM C618 and AASHTO M295 for class F fly ash. QJr �J Certified : Rob Shogren Technical Director WESTERN REGION 5400 West Marginal Way SW, Seattle, Washington 98106-1517 Office: 206.923.0098 or 800.477.0100 Fax: 206.923.0388 03 1000-02 Concrete Mix Design TECHNICAL REPORT G--I- CE?TFlE3 COFJGRE-.. TE£TCJO I}IEaykT{}?r IN .4vv�FlG4HCE Y1rTH �=-a4ATo41 �7 wood. Chemical and Physical Analysis of Fly Ash Developed For: Lehigh Cernent a Divisaon of Hanson Materials Limited #222, 685 - 42nd Ave SE C , AB T2G 1 Y8 Project: OAi8620-300 Plant of Origin: Boundary Dam Sample Date: Aprl ti - 15, = 1 Report Date: 11-Jun-20 Sample 10: 2oBD7 Date Received 17-Ap.-20 Chemical Composition (%) AISTM C 61Eli. 19 Specifications Class F Class C Total Silica. Aluminum, Iran: 76-7 70-13' Min 50.0 M.r Silicon Dioxide 51-8 Aluminum oxide: 20-1 Iran Oxide= 4-1I Sulfur Trioxide: 0-5 5.0 Max Cakxurn Oxide: 9-6 Moisture Content: 0-0 3.9 Max 3.0 Max Loss on Ignition: 0-1 6-0 Max 6.0 Max AASHTO "s-11 Specifications Available Alkali es (as Na2O): 1-7 1.5 Max 1.5 Max Sodium Oxide: 1-5 Potassium Oxide: 0-3 Physical Test Results ASTM C 618.19- Specifications Class i= Class C Fineness, Retained on #325 Sieve J%9 : 16-1 34 Max 34 Max Strength Activity Index (%) Ratio to CoMrol �}a 7 Days: 85-5 Ratio to Control @ 28 Days: 95-8 75 Min 75 Min Water Requirement, % of Contra! 51-4 105 Nax 105 Max Soundness, Autoclave Expansion {96}: 0-03 0.8 Max 0.8 Max Drying Shrinkage, Increase @ 28 Days {96}: 0-00 0.03 Max 0.03 IVfw Density M m3: 2-41 COMMENTS: • 1`0eats Class F, AST61i C 618-19 Specification (Final Report) Wood Environment and Infrastructure Solutions Reviewed By: Wilfred Zhau, C-E.T. Shaun Radamski, M.Sc-, P.Eng. LMaterials LaboratoryTechnician Associate Materials Engineer Papultt6dMh b=ra MwzftANakw" MwDOOrW Er nV 6 ng la:: rot}&t@@"2rCVM001&* 9; Design TECHNICAL REPORT CC4 C6M71ED C9FCRETE TESThF3 L4ECPAT4?'' Ihl AC�CCR64NCE WITH Cfl4 A72& W wood. Chemical and Physical Analysis of Fly Ash Developed For- Lehigh Cement #222, 885 42 Avenue SE Calgary, AB. T2G 1 Y8 Project; CA18620 Plant of Origin: Shand Sample Date: Play 1-15 2C2u Report Date: 1-duf-2-0 Sample 10: 2OSil9 Date Deceived 22-May-2v- hemical Composition (°o) ASTM C 618-19 Specifications Class F Class C Total Silica.. Alummurn, Iron: 77-9 70-0 Min 57.4 Min &ioon dioxide 53-1 Aluminum Oxide: 21.0 Iron Oxide: 3-8 Sulfur Trioxide: 0-9 5-0 Max Gallium Oxide: 9.1 Moisture Content- 0-1 3.0 Max 3-0 Max Lass on Ignition: 0-4 6.0 Max 6.0 Max AASHTC M295-11 Specfficatlens Available Alkalies (as Na2O): 1-4 1.5 hoax 1-5 Max Sodium Oxide: i .3 Potas*i um Oxide: 0.1 Physical Test Results ASTM C 616.19 Specifications Class F Class C Fineness, Retained on 4ME; Sieve {96j: 15-9 54 Max 34- Max Strength Activity Index (°/6) Ratio to Control @ 7 days: 88-4 Ratio to Control @ 28 days: 97-8 75 Min 75 Min Water {requirement, % of Control 93-0 105 Max 105 Max Soundness, Autoclave Expansion {96}: 4-5 Max 0-8 Max Drying Shrinkage, Increase @ 28 Days {96}: M2 Max 0.03 Max Den M rr3: 2-34 COMMENTS: Meets Class F. ASTM C 618-19 Specification (Final RePOFt) Wood E n vi ron ment and Infrastru tune Solutiom Reviewed By: { L —Z Wilfred Zhou, C-E.T. Shaun RadornsM, M.Sc., P.Eng. Materials Laboratory Techrlician Associate Materials Enoneer -,00rbmVUaa�mdhcaraA:rAc&Um"wno a* Engra""nbrsotrllonDrwakoWni lMUM ma* $QQ 2rGarcoetaxMixDesign I AFARG E Cement Test Report CEMENT Reference Cement Fineness by Air Permeability 419 (m2/kg; ASTM C204) Fineness by 45 pm (No. 325) Sieve 2.6 (% retain; ASTM C430) Compressive Strength (ASTM C109/C109 M) jLs�i Min Limit 7-day 5,010 - 28-day 6,040 5,000 Actual Limits Total Alkalies (Na2O + 0.658 K2O) 0.8 0.6-0.9 (%, ASTM C114) slag CHEMICAL ANALYSIS Percent Silica Dioxide (SiO2 ASTM C114) 33.7 Ferric Oxide (Fe2O3 ASTM C114) 1.1 Aluminum Oxide (Al2O3; ASTM C114) 13.7 Calcium Oxide (CaO; ASTM C114) 41.5 Sulfur Trioxide (SO3; ASTM C114) 2.9 Magnesium Oxide (MgO; ASTM C114) 4.5 Potassium Oxide (K2O; ASTM C114) 0.25 Titanium Oxide (TiO2, ASTM C114) 0.62 Loss on Ignition (L.O.I.; ASTM C114) 1.20 Total Alkalies 0.45 Inorganic Process Addition 6 Mill Test Report Number: SEA_NEWCEM_JULY20 YEAR: 2020 MONTH: JUNE PLANT: Seattle CEMENT TYPE: NewCem Grade 100 slag Fineness by Air Permeability 506 (m2/kg; ASTM C204) Fineness by 45 pm (No. 325) Sieve 4.3 (% retain; ASTM C430) Compressive Strength SAI Limit (ASTM C109/C109 M) psiFMpaj SAI Min 28-day (Previous Month) 6500 [44.8] 107 95 Specific Gravity 2.87 (Mg/m3; ASTM C188) Actual Max Limit Air Content of Mortar 3.4 12 (%, ASTM C185) Sulfide Sulfur 0.8 2.5 (% S, ASTM C114) Sulfate Ion 0.9 A (% as SO3, ASTM C114) Autoclave expansion 0.001 0.5 CSA A3004-135) Color Value L' 77.8 i�ui rNNnuauic. The ground granulated blast furnace slag complies with the current specification of the chemical physical requirement of ASTM C-989, AASHTO M-302 for grade 100 Ground Granulated Blast Furace Slag (GGBFS) and and CSA A3001 Slag. Slag source is JFE Mineral Company in Kurashiki City, Japan. NewCem is ground and manufactured in Seattle, WA. Certified by: 0 — �i� w�'AIL _ Certified to Daniel Waldron NSF/ANSI 61 Quality Control Laboratory Supervisor July 15, 2020 03 1000-02 Concrete Mix Design 03 30 00 03 40 00 3 03 70 00 Cast -in -Place Concrete Precast Concrete Mass Concrete MasterPozzofithO 80 Water -Reducing Admixture Description Features MasterPozzolith 80 ready- ■ Reduced water content required for a given workability to -use, liquid admixture ■ Controlled setting characteristics — normal or retarded is used for making more uniform and predictable Benefits quality concrete. MasterPozzolith 80 ■ Increased compressive and flexural strengths admixture meets ASTM C ■ Improved workability 494/C 494M requirements ■ Reduced segregation for Type A, water -reducing, Type B, retarding, and Type ■ Flexibility in the scheduling of placing and finishing operations D, retarding and water- ■ Offsets effects of early stiffening during extended delays between mixing and placing reducing, admixtures. ■ Helps eliminate cold joints Applications ■ Full -form deflection can take place (before concrete sets) in extended pours for bridge decks, cantilevers, nonshored structural elements, etc. Recommended for use in: ■ Peak temperature and/or rate of temperature rise lowered in mass concrete thereby ■ Prestressed concrete reducing thermal cracking ■ Precast concrete ■ Reinforced concrete Performance Characteristics ■ Shotcrete Rate of Hardening: The temperature of the concrete mixture and the ambient temperature affect the hardening rate of concrete. At higher temperatures, concrete stiffens more rapidly ■ Lightweight concrete which may cause problems with placing and finishing. The dosage range of MasterPozzolith ■ Pumped concrete 80 admixture can be varied to provide the desired setting characteristics. ■ 4x4TM Concrete Guidelines for Use ■ Pervious concrete ■ Self -consolidating Dosage: Depending on the setting characteristics desired, MasterPozzolith 80 admixture is concrete (SCC) recommended for use within the dosage range of 3-10 fl oz/cwt (195-650 mL/100 kg) of cementitious materials for most concrete mixtures using average concrete ingredients. Because of variations in job conditions and concrete materials, dosages other than the recommended amounts may be required. In such cases, contact your local sales representative. Dane 1 of 2 03 1000-02 Concrete Mix D si MasterPozzolith 80 Technical Data Sheet Product Notes Corrosivity — Non -Chloride, Non -Corrosive: MasterPozzolith 80 admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally - added calcium chloride or other chloride -based ingredients. Compatibility: MasterPozzolith 80 admixture may be used in combination with any BASF admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mixture. Storage and Handling Storage Temperature: MasterPozzolith 80 admixture should be stored above freezing temperatures. If MasterPozzolith 80 admixture freezes, thaw at 35 °F (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterPozzolith 80 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 MasterPozzolith 80 admixture has been exceeded. Packaging MasterPozzolith 80 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Safety Data Sheets: MasterPozzolith 80 admixture Additional Information For additional information on MasterPozzolith 80 admixture or its use in developing a concrete mixture with special performance 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. © BASF Corporation 2018 ■ 06/18 ■ DAT-0083 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 parry 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. BASF Corporation United States Canada Admixture Systems 23700 Chagrin Boulevard 1800 Clark Boulevard Y Cleveland, Ohio 44122-5544 Brampton, Ontario L6T 4M7 www.master-builders-solutions.basf.us Tel: 800 628-9990 0 Fax: 216 839-8821 Tel: 800 387-5862 0 Fax: 905 792-0651 a e 2 of 2 03 1000-02 Concrete Mix Ddsigi 03 30 00 03 40 00 03 70 00 4 ' 04 05 16 MasterGleniumO 7500 Full -Range Water -Reducing Admixture Description MasterGlenium 7500 full - range water -reducing admixture is very effective in producing concrete mixtures with different levels of workability including applications that require self -consolidating concrete (SCC). MasterGlenium 7500 admixture meets ASTM C 494/C 494M compliance requirements for Type A, water -reducing, and Type F, high -range water -reducing, admixtures. Applications Recommended for use in: ■ Concrete with varying water reduction requirements (5-40%) ■ Concrete where control of workability and setting time is critical Features Cast -in -Place Concrete Precast Concrete Mass Concrete Masonry Grouting MasterGlenium 7500 full -range water -reducing admixture is based on the next generation of polycarboxylate technology found in all of the MasterGlenium 7000 series products. This technology combines state-of-the-art molecular engineering with a precise understanding of regional cements to provide specific and exceptional value to all phases of the concrete construction process. ■ Dosage flexibility for normal, mid -range and high -range applications ■ Excellent early strength development ■ Controls setting characteristics ■ Optimizes slump retention/setting relationship ■ Consistent air entrainment Benefits ■ Faster turnover of forms due to accelerated early strength development ■ Reduces finishing labor costs due to optimized set times ■ Use in fast track construction ■ Minimizes the need for slump adjustments at the jobsite ■ Less jobsite QC support required ■ Fewer rejected loads ■ Optimizes concrete mixture costs Performance Characteristics ■ Concrete where high flo Concrete increased Concrete produced with MasterGlenium 7500 admixture achieves significantly higher early stability, high -early and age strength than first generation polycarboxylate high -range water -reducing admixtures. ultimate strengths, and MasterGlenium 7500 admixture also strikes the perfect balance between workability improved durability are retention and setting characteristics in order to provide efficiency in placing and finishing needed concrete. The dosage flexibility of MasterGlenium 7500 allows it to be used as a normal, mid -range, and high -range water reducer. ■ Producing self - consolidating concrete (SCC) ■ Strength -on -demand concrete, such as 4x4TM Concrete ■ Pervious concrete Dane 1 of 3 03 1000-02 Concrete Mix D si MasterGlenium 7500 Technical Data Sheet Guidelines for Use Dosage: MasterGlenium 7500 admixture has a recommended dosage range of 2-15 fl oz/cwt (130-975 mU100 kg) of cementitious materials. For most mid- to high -range applications, dosages in the range of 5-8 fl oz/cwt (325-520 mU100 kg) will provide excellent performance. For high performance and producing self -consolidating concrete mixtures, dosages of up to 12 fl oz/cwt (780 mU100 kg) of cementitious materials can be utilized. Because of variations in concrete materials, jobsite conditions and/or applications, dosages outside of the recommended range may be required. In such cases, contact your local sales representative. Mixing: MasterGlenium 7500 admixture can be added with the initial batch water or as a delayed addition. However, optimum water reduction is generally obtained with a delayed addition. Product Notes Corrosivity — Non -Chloride, Non -Corrosive: MasterGlenium 7500 admixture will neither initiate nor promote corrosion of reinforcing steel embedded in concrete, prestressing steel or of galvanized steel floor and roof systems. Neither calcium chloride nor other chloride -based ingredients are used in the manufacture of MasterGlenium 7500 admixture. Compatibility: MasterGlenium 7500 admixture is compatible with most admixtures used in the production of quality concrete, including normal, mid -range and high -range water - reducing admixtures, air-entrainers, accelerators, retarders, extended set control admixtures, corrosion inhibitors, and shrinkage reducers. Do not use MasterGlenium 7500 admixture with admixtures containing beta -naphthalene sulfonate. Erratic behaviors in slump, workability retention and pumpability may be experienced. BASF Corporation Admixture Systems Storage and Handling Storage Temperature: MasterGlenium 7500 admixture must be stored at temperatures above 40 OF (5 °C). If MasterGlenium 7500 admixture freezes, thaw and reconstitute by mechanical agitation. Shelf Life: MasterGlenium 7500 admixture has a minimum shelf life of 9 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 MasterGlenium 7500 admixture has been exceeded. Packaging MasterGlenium 7500 admixture is supplied in 55 gal (208 Q drums, 275 gal (1040 Q totes and by bulk delivery. Related Documents Safety Data Sheets: MasterGlenium 7500 admixture Additional Information For additional information on MasterGlenium 7500 admixture or on its use in developing concrete mixtures with special performance 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. www.master-builders-soIutions.basf.us Dage 2 of 3 03 1000-02 Concrete Mix Ddsig'fi MasterGlenium 7500 Technical Data Sheet 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 parry 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. �t. © BASF Corporation 2018 E 06/18 0 DAT-0231 NSFIANSI61 BASF Corporation United States Canada Admixture Systems 23700 Chagrin Boulevard 1800 Clark Boulevard Y Cleveland, Ohio 44122-5544 Brampton, Ontario L6T 4M7 www.master-builders-solutions.basf.us Tel: 800 628-9990 0 Fax: 216 839-8821 Tel: 800 387-5862 0 Fax: 905 792-0651 a e 3 of 3 03 1000-02 Concrete Mix Ddsigi 03 30 00 03 40 00 3 03 70 00 Cast -in -Place Concrete Precast Concrete Mass Concrete MasterAirO AE 90 Air -Entraining Admixture 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. Dane 1 of 3 03 1000-02 Concrete Mix D si 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. For optimum, 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 °F (-0.5 °C) or higher. Although freezing does not harm this product, precautions should betaken to protect it from freezing. If MasterAirAE 90 admixture freezes, thaw at 35 °F (2 °q 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 a e 2 of 3 03 1000-02 Concrete Mix Ddsigi 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 parry 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. Fcwmw to © BASF Corporation 2018 ■ 06/18 ■ DAT-0013 NWIANS161 BASF Corporation United States Canada Admixture Systems 23700 Chagrin Boulevard 1800 Clark Boulevard Y Cleveland, Ohio 44122-5544 Brampton, Ontario L6T 4M7 www.master-builders-solutions.basf.us Tel: 800 628-9990 0 Fax: 216 839-8821 Tel: 800 387-5862 0 Fax: 905 792-0651 a e 3 of 3 03 1000-02 Concrete Mix Ddsigi 03 30 00 ,) 03 40 00 03 70 00 4 04 05 16 MasterMatrixO VMA 358 Viscosity -Modifying Admixture Description MasterMatrix VMA 358 organic, viscosity -modifying admixture (VMA) is a ready - to -use, liquid admixture developed for producing concrete with enhanced viscosity and controlled rheological properties. Concrete with MasterMatrix VMA 358 admixture exhibits superior stability, thus increasing resistance to segregation and facilitating placement. MasterMatrix VMA 358 admixture meets ASTM C 494/C 494M requirements for Type S, Specific Performance, admixtures. Applications Recommended for use in: ■ Concrete containing "gap -graded" aggregates ■ Lean concrete mixtures ■ Concrete containing manufactured sand ■ Concrete as a pumping aid ■ Concrete as a finishing aid ■ Concrete mixtures requiring "more body" ■ Self -Consolidating Concrete (SCC) ■ Liquid Sand program ■ Pervious Concrete Features ■ Modifies viscosity of concrete Benefits ■ Controls bleeding ■ Reduces segregation, even with highly fluid concrete mixtures Cast -in -Place Concrete Precast Concrete Mass Concrete Masonry Grouting ■ Enhances pumping and finishing ■ Reduces sagging, helping plastic concrete maintain its shape on slopes and arches ■ Facilitates production of highly fluid concrete mixtures such as SCC ■ Facilitates placement of pervious concrete mixtures ■ Superior and predictable in -place concrete properties ■ Enhances surface appearance ■ Flexibility in mixture proportioning ■ Provides concrete stability during transport and placement Performance Characteristics Setting Time: MasterMatrix VMA 358 admixture has little to no impact on concrete setting time within the recommended dosage range of 2 to 10 fl oz/cwt (130 to 650 mU100 kg) of cementitious materials. Compressive Strength: MasterMatrix VMA 358 admixture does not affect the compressive strength of concrete. Slight increases in compressive strength have, however, been noted in SCC mixtures containing MasterMatrix VMA 358 admixture. Workability: A slight decrease in slump or slump flow may be noted after the addition of MasterMatrix VMA 358 admixture due to the increase in concrete viscosity. If necessary, the slight decrease in slump or slump flow can be offset easily by a minor increase in water - reducing or high -range water -reducing admixture dosage. Very high slump flows can be achieved in SCC produced with MasterMatrix VMA 358 admixture. Slump Retention: In general, the slump retention characteristic of concrete mixtures containing MasterMatrix VMA 358 admixture is similar to that of plain concrete. Air Content: Typical dosages of air -entraining admixtures may be used to achieve the desired air content when using MasterMatrix VMA 358 admixture. ■ Self -Consolidating Grout Dane 1 of 3 03 1000-02 Concrete Mix D si MasterMatrix VMA 358 Technical Data Sheet Guidelines for Use Dosage: To provide stability in self -consolidating concrete (SCC) mixtures, the recommended dosage for MasterMatrix VMA 358 admixture is up to 10 fl oz/cwt (650 mIJ100 kg) of cementitious materials. For other concrete mixtures that require "more body" to facilitate pumping and finishing, a dosage of up to 6 fl oz/cwt (390 mUl00 kg) is recommended. Because of variations in concrete materials, job site conditions and/or applications, dosages outside of the suggested range may be required. In such cases, contact your local sales representative. Mixing: MasterMatrix VMA 358 admixture is typically added with the initial mix water. Alternately, MasterMatrix VMA 358 admixture may be added after all other concreting ingredients have been batched and thoroughly mixed, either at the batch plant or at the jobsite. Product Notes Corrosivity — Non -Chloride, Non -Corrosive: MasterMatrix VMA 358 admixture will neither initiate nor promote corrosion of reinforcing and prestressing steel embedded in concrete, or of galvanized steel floor and roof systems. Neither calcium chloride nor other chloride -based ingredients are used in the manufacture of this admixture. Compatibility: Do not use MasterMatrix VMA 358 admixture with admixtures containing beta -naphthalene sulfonate such as MasterRheobuild® 1000 admixture. Erratic behaviors in slump, slump flow and pumpability may be experienced. MasterMatrix VMA 358 admixture is compatible with most other admixtures used in the production of quality concrete including normal, mid- range and high -range water -reducing admixtures, air entrainers, accelerators, retarders, extended set -control admixtures, corrosion inhibitors and shrinkage reducers. However a field trial is recommended to ensure appropriate performance. Storage and Handling Storage Temperature: MasterMatrix VMA 358 admixture must be stored at temperatures above 41 °F (5 °C) to avoid dispensing difficulties due to thickening. Do not allow MasterMatrix VMA 358 admixture to freeze since it cannot be reconstituted after thawing. Shelf Life: MasterMatrix VMA 358 admixture has a minimum shelf life of 12 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 MasterMatrix VMA 358 admixture has been exceeded. Dispensing: Consult your local sales representative for the proper dispensing equipment for MasterMatrix VMA 358 admixture. If dispensing directly from the 55 gal (208 L) drum, it is recommended that the larger 2 in. (50 mm) opening be used. BASF Corporation Admixture Systems Packaging MasterMatrix VMA 358 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Safety Data Sheets: MasterMatrix VMA 358 admixture Additional Information For additional information on MasterMatrix VMA 358 admixture or on its use in developing concrete mixtures with special performance 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. www. master- builders-solutions.basf. us a e 2 of 3 03 1000-02 Concrete Mix Ddsigi MasterMatrix VMA 358 Technical Data Sheet 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 parry 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. © BASF Corporation 2019 ■ 10/19 ■ DAT-0025 BASF Corporation United States Canada Admixture Systems 23700 Chagrin Boulevard 1800 Clark Boulevard Y Cleveland, Ohio 44122-5544 Brampton, Ontario L6T 4M7 www.master-builders-solutions.basf.us Tel: 800 628-9990 ■ Fax: 216 839-8821 Tel: 800 387-5862 ■ Fax: 905 792-0651 a e 3 of 3 03 1000-02 Concrete Mix Ddsii MasterLifeO SRA 035 Shrinkage -Reducing Admixture Description MasterLife SRA 035 shrinkage -reducing admixture was developed specifically to reduce drying shrinkage of concrete and mortar, and the potential for subsequent cracking. MasterLife SRA 035 admixture functions by reducing capillary tension of pore water, a primary cause of drying shrinkage. MasterLife SRA 035 admixture will meet ASTM C 494/C 494M requirements for Type S, Specific Performance, admixtures. Applications Recommended for use in: ■ Ready -mixed or precast concrete structures requiring shrinkage reduction and long-term durability ■ Wet mix shotcrete 03 30 00 03 40 00 3 03 70 00 Cast-in-Place Concrete Precast Concrete Mass Concrete Features ■ Reduces the capillary tension of pore water in cementitious mixtures ■ Provides moderate to significant reductions in the drying shrinkage of cementitious mixtures ■ Reduces stresses induced from one-dimensional surface drying in concrete slabs, walls and other elements Benefits ■ Reduces microcracking and drying shrinkage cracking in concrete, mortar and paste ■ Minimizes curling in concrete slabs ■ Improves aesthetics, watertightness and durability in concrete elements and structures ■ Minimizes prestress loss in prestressed concrete applications 0 -50 -100 W -150 -200 c -250 CO 300 L 0 -350 -400 -450 0 - -----_------- ---- 7,,77 Reference t MasterLife SRA 20 1 gal/yd3 (5 L/m3) MasterLife SRA 035 1 gal/yd3 (5 L/m3) 7 14 21 28 Time After Initiation of Drying (days) Dane 1 of 3 03 1000-02 Concrete Mix D si MasterLife SRA 035 Technical Data Sheet Performance Characteristics MasterLife SRA 035 admixture does not substantially affect slump. MasterLife SRA 035 admixture may slightly increase bleed time and bleed ratio. MasterLife SRA 035 admixture may also delay time of set by 1-2 hours depending upon dosage and temperature. Compressive strength loss is minimal with MasterLife SRA 035 admixture. For air -entrained concrete applications, truck trial evaluations as detailed in the section titled "Compatibility" must be performed to verify that the specified air content can be achieved consistently. Therefore, contact your local sales representative when concrete treated with MasterLife SRA 035 admixture is being proposed for applications exposed to freezing and thawing environments. Guidelines for Use Dosage: Knowledge of the shrinkage characteristics of the concrete mixture proposed for use is required prior to the addition of MasterLife SRA 035 admixture. The dosage of MasterLife SRA 035 admixture will be dependent on the desired drying shrinkage and the reduction in drying shrinkage required. Therefore, it is strongly recommended that drying shrinkage testing be performed to determine the optimum dosage for each application and each set of materials. The typical dosage range of MasterLife SRA 035 admixture is 0.5 to 1.5 gal/yd3 (2.5 to 7.5 Um3). However, dosages outside of this range may be required depending on the level of shrinkage reduction needed for a given application and because of variations in concrete materials, jobsite conditions and other factors. In such cases, contact your local sales representative for further guidance. Dispensing and Mixing: MasterLife SRA 035 admixture may be added to the concrete mixture during the initial batch sequence or at the jobsite. The mix water content should be reduced to account for the quantity of MasterLife SRA 035 admixture used. If the delayed addition method is used, mixing at high speed for 3-5 minutes after the addition of MasterLife SRA 035 admixture will result in mixture uniformity. BASF Corporation Admixture Systems Product Notes Corrosivity: Non -Chloride, Non -Corrosive: MasterLife SRA 035 admixture will neither initiate nor promote corrosion of reinforcing steel, prestressing steel or of galvanized steel floor and roof systems. Neither calcium chloride nor other chloride - based ingredients are used in the manufacture of MasterLife SRA 035 admixture. Compatibility: MasterLife SRA 035 admixture is compatible with all air entrainers, water -reducers, mid -range water -reducers, high -range water reducers, set retarders, accelerators, silica fume, and corrosion inhibitors. For air -entrained concrete applications, MasterAir® AE 200 admixture is the preferred air entrainer. The dosage of air entrainer must be established through truck trial evaluations. The trials should include a simulated haul time of at least 20 minutes to assess air content stability. MasterLife SRA 035 admixture should be added separately to the concrete mixture to ensure desired results. Storage and Handling Storage Temperature: MasterLife SRA 035 admixture is a potentially combustible material with a flash point of 198 °F (92 °C). This is substantially above the upper limit of 140 °F (60 °C) for classification as a flammable material, and below the limit of 200 °F (93 °C) where DOT requirements would classify this as a combustible material. Nonetheless, this product must be treated with care and protected from excessive heat, open flame or sparks. For more information refer to the Safety Data Sheet. MasterLife SRA 035 admixture should be stored at ambient temperatures above 35 °F (2 °C), and precautions should be taken to protect the admixture from freezing. If MasterLife SRA 035 admixture freezes, thaw and reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterLife SRA 035 admixture has a minimum shelf life of 12 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 MasterLife SRA 035 admixture has been exceeded. Packaging MasterLife SRA 035 admixture is available in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. www.master-builders-solutions.basf.us page 2 of 3 03 1000-02 Concrete Mix Design MasterLife SRA 035 Technical Data Sheet Related Documents Safety Data Sheets: MasterLife SRA 035 admixture Additional Information For additional information on MasterLife SRA 035 admixture, or its use in developing a concrete mixture with special performance 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. HSF. �ft�10 © BASF Corporation 2018 ■ 06/2018 ■ RMX-DAT-1129 NSF/ANSI61 BASF Corporation United States Canada Admixture Systems Y 23700 Chagrin Boulevard 1800 Clark Boulevard www.master-builders-solutions.basf.us Cleveland, Ohio 44122-5544 Tel: 800 628-9990 ■ Fax: 216 839-8821 Brampton, Ontario L6T 4M7 Tel: 800 387-5862 ■ Fax: 905 792-0651 page 3 of 3 03 1000-02 Concrete Mix Design 3 03 30 00 03 40 00 32 ' 32 13 13 Cast -in -Place Concrete Precast Concrete Concrete Paving MasterFiberO MAC 360 FF Synthetic Hybrid Fiber with Optimum Finishing Performance Description Features MasterFiber MAC 360 FF, MasterFiber MAC 360 FF hybrid fiber is a blend of synthetic micro- and macrofibers engineered a synthetic hybrid fiber, for use as shrinkage and temperature (secondary) reinforcement and, specifically, to provide is manufactured from optimum finishing performance in hard -troweled concrete applications. MasterFiber MAC a proprietary blend of 360 FF hybrid fiber has also been engineered to provide post -crack flexural performance polypropylene resins for use equivalent to that provided by most commercially -available synthetic macrofibers, at equal in making fiber -reinforced dosages. MasterFiber MAC 360 FF hybrid fiber has the following features: concrete in compliance with ■ Uniform distribution throughout the concrete matrix the requirements of ASTM C 1116/C 1116M "Standard ■ Exceptional finishability Specification for Fiber- ■ Improves green strength Reinforced Concrete." ■ Exceptional post -crack flexural performance Applications ■ Alkali resistant and rust proof Typical applications include, but are not limited to, the Benefits following: ■ Enhances aesthetics and eliminates the potential for rust stains ■ Hard -troweled concrete ■ Eliminates the need for welded -wire reinforcement (WWR) and conventional steel bars ■ Industrial and warehouse used as shrinkage and temperature reinforcement, depending on application slabs -on ground ■ Provides effective tight crack control ■ Residential and commercial slabs -on- ■ Permits earlier stripping of forms, with less rejection ground ■ Minimizes plastic shrinkage and settlement cracking ■ Concrete pavements, ■ Enhances impact and shatter resistance white -topping and ■ Enhances durability overlays ■ Reduces construction time and overall labor and material costs ■ Composite metal decks ■ Architectural panels Dane 1 of 3 03 1000-02 Concrete Mix D si MasterFiber MAC 360 FF Technical Data Sheet Performance Characteristics Typical Physical Properties (macrofiber component) Specific Gravity 0.91 ............................................................................................................................ Melting Point ..................................................................................................................................... .... 320 F (160 C) Ignition Point ..................................................................................................................................... 1,094 °F (590 °C) Absorption Nil ..................................................................................................................................... Alkali Resistance Excellent ..................................................................................................................................... Tensile Strength ..................................................................................................................................... 85 ksi (585 MPa) Length 2.0 in. (50 mm) Aspect Ratio 83 Guidelines for Use Dosage: The recommended minimum dosage for MasterFiber MAC 360 FF hybrid fiber is 3 Ib/yd3 (1.8 kg/m3). For most applications, the recommended dosage will be in the range of 3 to 7.5 Ib/yd3 (1.8 to 4.5 kg/m3). However, depending on the specific application, a higher dosage may be recommended by BASF Corporation. For composite metal deck -slab applications, subject to specifier approval on the basis of equivalent post -crack flexural performance as provided in the MasterFiber MAC 360 FF hybrid fiber Specifier Information technical note, BASF Corporation recommends a dosage of 4 Ib/yd3 (2.4 kg/m3). In lieu of this approval, the dosage of MasterFiber MAC 360 FF hybrid fiber in composite metal deck -slab applications is 5 Ib/yd3 (3 kg/m3), based on the requirements specified in ANSI/SDI C-2017 Standard for Composite Steel Floor Deck -Slabs. Mixing: MasterFiber MAC 360 FF hybrid fiber is packaged in pre -weighed, ready -to -use, degradable bags which are designed to be introduced at any time before or during mixing of concrete produced in accordance with procedures specified in ASTM C 94/C 94M. Suggested Specification Language Synthetic hybrid fiber: Polyolefin hybrid fibers engineered and designed for use in making fiber -reinforced concrete complying with ASTM C1116/C1116M, Type III; MasterFiber MAC 360 FF hybrid fiber by BASF Corporation. BASF Corporation Admixture Systems Storage and Handling Storage Temperature: MasterFiber MAC 360 FF hybrid fiber should be stored in a clean, dry area at temperatures below 140 °F (60 °C). Avoid storing near strong oxidizers and sources of ignition. Use caution when stacking to avoid unstable conditions. Store in a sprinkled warehouse. Packaging MasterFiber MAC 360 FF hybrid fiber is packaged in pre - weighed degradable 2.2-lb (1.0-kg), 3-lb (1.36-kg), 4-lb (1.81-kg), and 5-lb (2.27-kg) bags that can be added directly to the mixing system. Related Documents Safety Data Sheets: MasterFiber MAC 360 FF hybrid fiber Specifier Information Technical Note: MasterFiber MAC 360 FF hybrid fiber Additional Information For additional information on the MasterFiber MAC 360 FF hybrid fiber, 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. www.master-builders-solutions.basf.us a e 2 of 3 03 1000-02 Concrete Mix Ddsigi MasterFiber MAC 360 FF Technical Data Sheet 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 parry 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. 01PSS1Fj�o MasterFiber MAC 360 FF fiber, as marketed by BASF Corporation, is classified by Underwriters Laboratories Inc. for use in the following UL fire rated assemblies: UL D700, D800 and D900 Series Designs. Fibers to be added to the concrete mix at a maximum rate of 5.0 lb of fiber for each cubic yard (3.0 kg/m3) of concrete. © BASF Corporation 2018 ■ 06/18 ■ DAT-1206 BASF Corporation United States Canada Admixture Systems 23700 Chagrin Boulevard 1800 Clark Boulevard y Cleveland, Ohio 44122-5544 Brampton, Ontario L6T 4M7 www.master-builders-solutions.basf.us Tel: 800 628-9990 ■ Fax: 216 839-8821 Tel: 800 387-5862 ■ Fax: 905 792-0651 Daqe 3 of 3 03 1000-02 Concrete Mix Ddsigh National Ready Mixed Concrete Association IT(( Certificate of Conformance For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT Seattle Plant 54, Seattle, WA Cadman Inc, 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 Cementi'tious Materials, Aggregate, Water, and Chemical Admixtures -°��o W 4' r� Tlps .9 ?W'' yyvlli r'aintaiir correct promptly any deficie Company Official Signature of Licensed Professional Engineer Inspection Date January 13, 2022 Certification Expiration Date facilities in compliance with the Check List requirements and will a h" develop. Title of Company Offic :Ii NOTICE: The Check List indicates only that plant facilities are satisfactory for the production of concrete when property operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods in accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID #: 802240 © 1965, 1992, 2001, 2002, 2006, 2007, 2012 Certification ID #: 25230 National Ready Mixed Concrete Association 66 Canal Center Plaza, Suite 250 • Alexandria • Virginia 22314 National Ready Mixed Concrete Association IT(( Certificate of Conformance For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT Bellevue Plant 53, Bellevue, WA Cadman Inc. 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 Professional Engineer October 28, 2019 Inspection Date Januart,13, 202, Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. i e of pany Official &42 Title of Company Oft"- 1 NOTICE: The Check list Indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformance of the ooncrete itself with specification requirements must be verified by usual inspection methods In accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID #: 801732 © 1965, 1992, 2001, 2002, 2006, 2007, 2012 Certification ID #: 25227 National Ready Mixed Concrete Association 66 Canal Center Plaza, Suite 250 • Alexandria . Virginia 22314 National Ready Mixed Concrete Association IT(r Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Issaquah Plant 51, Issaquah, WA Cadman Inc. 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 Cementil oys. Aliderials, Aggregate, Water, and Chemical Admixtures f,o•,;r Signature of Licensed Professional Engineer 4141$ r`0 ��@11 ISW January 13, 2022 r Inspection Date Certification Expiration Date This company Will maintain'thdge facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. Q 9W e o ompany Official ev- Title of Company Official NOTICE: The Check List indicates only that pliant Facilities are satisfactory for the production of concrete when properly operated. Conformance of the concrete bell witb specficafion requirements must be verified by usual inspection methods in accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproducllon or misuse of this certificate may result in legal action. Plant ID #: 801733 © 1965, 1992, 2001, 2002, 2006, 2007, 2012 Certification ID #: 25228 National Ready Mixed Concrete Association 66 Canal Center Plaza, Suite 250 * Alexandria • Virginia 22314 National Ready Mixed Concrete Association IT(( Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Redmond Plant 50, Redmond, WA Cadman Inc. 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 erntidous= at rials, Aggregate, Water, and Chemical Admixtures f IC. T , Olt f' i ILL f or '~' Signature of Licensed Professional Engineer October 29, 2019 January 13, 2022 R Inspection Date Certification Expiration Date A T.his. company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. 6XigqA'h'jrDo Fompany6flicial Title of Company Offi` ' l NOTICE: The Check List indicates only that plant facilities are satisfactory for the production of concrete when property operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods in accordance with sales agreements. This certificate is Issued by the National Ready Mixed Concrete Association on verification that the production facility conform to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID #: 802241 © 1965, 1992, 2001, 2002, 2006, 2007, 2012 Certification ID #: 25229 National Ready Mixed Concrete Association 66 Canal Center Plaza, Suite 250 • Alexandria e Virginia 22314 National Ready Mixed Concrete Association IT(( Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Sky River Plant 30, Monroe, WA Cadman Inc. 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;rials, Aggregate, Water, and Chemical Admixtures Signature of Licensed Professional Engineer October 30, 2019 Inspection Date October 30, 2021 Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will ``�cie't3mr'acies which develop. Zh -ew 11-'e Title of Company Oti ial NOTICE: The Check List indicates only that plant facilities are satisfactory for the production of concrete when property operated. Conformance of the concrete itself with specification requirements must be verified by usual Inspection methods in accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certificate may result in legal action, Plant ID #: 801731 © 1965, 1992, 2001, 2002, 2006, 2007, 2012 Certification ID #: 25231 National Ready Mixed Concrete Association 66 Canal Center Plaza, Suite 250 a Alexandria o Virginia 22314 National Ready MI,Yed.... Conccrpte A ssr0ciati.on IT(( Certitcate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Mill Creek Plant 31, Mill Creek, JfA Cadman Inc. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the CheckList for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Truck Mixing with Automatic Batching and Recordings of Cemend ous Materials, Aggregate, Water, and Chemical Admixtures G. vz &-�.lam . Z--V� - Signature of Licensed Professional Engineer December 12, 2019 February 22, 2022 Inspection Date Certification Expiration Date "Nis company will maint9A these facilities in compliance with the CheckList requirements and will correct promptly any deficiencies which develop. i re o ompany Official Title of Company Ogic' NOTICE: Check List indicates only that plant faciMies are satisfactory for the production of concrete when properly operated. Conformance of the concrete itself with specification requirements must be verified by usual Inspection methods in accordance with sales agreements. This certificate is issued by the National steady Mixed Concrete Association on verification that the production Willy conforms to the requirements of the NRMCA Certification of Ready Mi ked Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this cerfficale may result in legal action. Plant ID #: 801729 © 1965, 1992, 2001, 2002, 2006, 2007, 2012 Certification ID #: 25455 National Ready Mixed Concrete Association 66 Canal Center Plaza, Suite 250 a Alexandria • Virginia 22314 03 1000-02 Concrete Mix Design National Ready Mixed Concrete Association CertiFcate of Conformance q(r For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Woodinville Plant 32, Woodinville, WA Cadman Inc. 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 Cemend ous Materials, Aggregate, Water, and Chemical Admixtures _ Signature of Licensed Professional Engineer October 10, 2019 Inspection Date November 09, 2021 Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly .any deficiencies which develop. iglu ttsre of Company Official Title of Company Of Wiial NOTICE: The Check List indicates only that plant facilities are satisfactory for the production of concrete when property operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods in accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID #: 803069 Certification ID #: 25144 © 1965, 1992, 2001, 2002, 2006, 2007, 2012 National Ready Mixed Concrete Association 66 Canal Center Plaza, Suite 250 * Alexandria • Virginia 22314 03 1000-02 Concrete Mix Design National Ready Nixed Concrete Association (Tr Cortificate of Conformance For Concrete Production Facllitles NRMCA =S f M C.=njff Smith Island Plant 34, Everet4 WA Cadman Inc. bag been inspected by tbie undersigned limsed professional m&w for conf m nce with the requirements of the Check List for Ready Mixed Concrlete Prod xAm Facilities. As of the inspection date, the facilities met the roquir for production by Duck Midng with Automatic Batching and Recordings of gno&us Materwft, Aggregat4 Water, and Chemical Admbdures 3ignatmv of Lice rscd Profmianal Boginoer March 27, 2019 April 02, 2021 hmpecdon Date Catffl=don Bxpimdon Date This company will maintain these facilities m compliance with the Check List requirements and will correct promptly any deficiencies which develop. �sigaa of parry official r 11#0 Of6ompany Officaal NOMLTheCho* I.ktkWkWnordy1WplmittfaaasmatktedayforftpmducOmofwmetewhenpn opembd. Cadwomof w oon mb tbdtwfn V$d kdm m* met muetbe vw ft by=W Ywp *n m$We In acoorda=wok ub$ Vremmft This abfU& e k bL*d by#* Natlonef Raady Mbe d Coeagle Anoddan on vedticatlon tid t o ptodecft %dly Gordo —loft rsgvk*r 6 dffat ' WJWA Ce Hbft d Ready MbW Caiciof a Pmdudkn Fad ft Cp. Ltwg akW mpod xftn ar mbm dt t wffob mey molt h kpd adion Plant ID #: 802362 0 1965,1992,2001,2W2,2006,2007.2012 C.atification ID #: 24319 Rational Ready Mixed Concrete Amdation 900 Spring Sb eet • Silver Spring • Maryland 20919 03 1000-02 Concrete Mix Design Aggregate Source Approval Report. UDepartment atTran�pprtatipn Washinqlan State WSDOT MATERIALS LAB 01/23/2020 Aggregate Source Approval Report Owner: Construction Aggregates Ltd. Aggregate Source: PS-CA-7 Lessee: Lehigh Materials Ltd. Known as: Sechelt Pit Located in: Lot 288,Sechelt IR No.2,Group 1,New Westminster District Section - TN RW County: Canada Remarks: HMA Sand source tested on 1/23/2020. BULK SP. G.(SSD): 2.666, BULK SP. G.: 2.643, APP. SP. G.: 2.705, S.E.: 88, Absorption %: 0.87. Approved for HMA Sand. Expires 1/23/2025 - MAXIMUM OF 5%o OF TOTAL WEIGHT OF AGGREGATE IN HMA Mineral Agg. and Surfacing: Test Date: 01/23/2015 Expiration Date: 01/23/2020 Absorption: 0.62 Apparent Sp. G.: 2.761 Bulk Sp. G. (SSD): 2.731 Bulk Sp. G.: 2.714 Deg: 82 LA: 25 Remarks: NOT APPROVED AS A SOURCE OF AGGREGATE FOR: HMA Other Courses HMA Wearing Course ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A Maintenance Rock Permeable Ballast Aggregates for Concrete: Test Date: 12/12/2019 Expiration Date: 12/12/2024 ASR - 14 Day: 0.16 ASR - One Year: CCA Absorption: CCA Sp.G: Deg: FCA Absorption: 0.87 FCA Organics: 1 FCA Sp. G: 2.666 LA: Remarks Currently approved for: Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Coarse Concrete Aggregates Riprap, Quarry Spalls, Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): Bulk Sp. G.: Deg: LA: Remarks NOT Approved for: 03 1000-02 Concrete Mix Design https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=CA&pit no=7[1/23/2020 2:58:11 PM] Aggregate Source Approval Report. Page 1 of 3 on State TroDepartment of Transportation WSDOT MATERIALS LAB Aggregate Source Approval Report Owner: Manke Family Resouces Lessee: Located in: N1/2 LYING EAST OF RAILROAD Section 9 T20N R3W Remarks: Mineral Agg. and Surfacing: Absorption: 0.83 Deg: 51 Remarks: Test Date: 09/19/2019 Apparent Sp. G.: 2.806 LA: 14 Aggregate Source: PS-X-125 Known as: Manke Pit County: Mason 04/07/2020 Expiration Date: 09/19/2024 Bulk Sp. G. (SSD): 2.765 Bulk Sp. G.: 2.742 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Wearing Course Maintenance Rock Acceptance tests need to be performed as necessary. Aggregates for Concrete: ASR - 14 Day: 0.35 Deg: 61 LA: 14 Test Date: 10/11/2019 ASR - One Year: 0.03 FCA Absorption: 1.56 Remarks: 1 Year ASR results expire 9/26/2022 BST Crushed Cover Stone Crushed Surfacing Key Stone HMA Other Courses Permeable Ballast Expiration Date: 10/11/2024 CCA Absorption: 0.9 CCA Sp.G: 2.764 FCA Organics: 2 FCA Sp. G: 2.701 Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap, Quarry Spalls, Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): Bulk Sp. G.: Deg: LA: 03 1000-02 Concrete Mix Design https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=X&pit_no=125 4/7/2020 Aggregate Source Approval Report Page 1 of 3 Aw �. Waslhirnnent fTr WSDOT MATERIALS LAB Department of 'IrraeaaPcUrtatiean Aggregate Source Approval Report Owner: Lakeside Industries Lessee: Located in: N1/2 NW1/4 Section 27 T24N R6E Remarks: Mineral Agg. and Surfacing: Absorption: 0.98 Deg: 76 Remarks: Aggregate Source: PS-A-189 Known as: Issaquah Pit County: King Test Date: 01/10/2019 Apparent Sp. G.: 2.843 LA: 14 03/11/2019 Expiration Date: 01/10/2024 Bulk Sp. G. (SSD): 2.793 Bulk Sp. G.: 2.766 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Wearing Course Maintenance Rock Acceptance tests need to be performed as necessary BST Crushed Cover Stone Crushed Surfacing Key Stone HMA Other Courses Permeable Ballast Portland Cement Concrete Aggregates: Test Date: 01/23/2019 Expiration Date: 01/23/2024 ASR - 14 Day: 0.36 ASR - One Year: CCA Absorption: 0.91 CCA Sp.G: 2.703 Deg: 77 FCA Absorption: 1.77 FCA Organics: 2 FCA Sp. G: 2.651 LA:13 Remarks: Currently approved for Coarse Concrete Aggregates Fine Concrete Aggregates ASR MITIGATION MEASURES ARE REQUIRED PER WSDOT STD. SPEC. 9-03.1(1), WHEN USING AGGREGATE FROM THIS SOURCE FOR PORTLAND CEMENT CONCRETE. Acceptance tests need to be performed as necessary NOT approved for: Riprap, Quarry Spalis, Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: 03 1000-02 Concrete Mix Design http://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A&pit_no=189 3/11/2019 $ J J U H J D W H 6 R X U F H $ S S U R Y D O 5 H S Wasningion State Department of Transportation 6 '� // 5 / G / \$ � $ V $ v $ J J U H J D W H YD DiRSXRU OF VWq $ S S 2 Z Q H U, & D G P D Q Q F $ $ J J U H J D W H E / H V V H H, H H U K D H X V H Q R E Q W B V [_ Q / R F D W H G L Q, 1 -1( 5 1( 1 1\ :, L G6 H F W L R Q& R X" Q W 5H P D U N V & R Q F U H W H $ J J U H J D W H V$ S U R F 8 V V H G: 5 D Q5m ( V W R=F .I 0 L Q H U D O $ J J D El 9 W 6 X 0 WMF,7L Q J(,[ EDLVVUL R Q D W H, $ E V R U S W L R Q, $ S" S D U H Q W 6 S %* X Q N 6 S "" %6 X6 0 N, 6 S ' H J - - / $ 5 H P D U N V, & X U U H QYRV GD \ D 'm S B U Id R X U F H R I D J J U H J D W H I R U, $7 % % D O O D V W % 6 7 & U X V K H G & R Y H U 6 W R Q % 6 7 & U X V K H G 6 F&UUHXHVQK LHQGJ V 6 X U I D F L G& JJ X °/V IK `UJ IG &i R E UJ D/ Fi L Q J H\ 6 & U X V K H CR S 6 X& LR I XD OF OL W DJ Y H' O % D F N I L O O+ 0 I$ U 2 W RC X-I QJ G C& \R V BJ G H& O D V V + 0 $H D U L Q J & R X U `m B L Q W H Q D Q F H 5 R F 3VH U P H D E O H % D O O D V W $ F F H S W D Q F H W H V W V Q H H G W R E H S H U I R U P H G D V Q H F H V V D U\ $ J J U H J D W H V I R U W& R7IM \R HI k W H( [ ED LWU L R Q "' D W H, $ 6 5 D\ $ 6 5 H D 2J Q H < &" &$ $ E V R U S W L R M St $ 6 S , H J, )&$ $ E V R U S W L R Q&, $ 2 U- J D Q L F V, )&$ 6 S " 5 H P D U N V, & R Q F U H W H $ J J U H J D$ W Ti V S SJ H2 LF H V: V:SIH DGE J 6 P$ m 0 V 49 . IN \R 17 N Sa ID ON H[ S L U H & X U U H QYFWGD \ I FULS, S U R & R D U V H & R Q F U H W H $ J J U H J D W H V ) L Q H & R Q F U H W H $ J J U H J D W H V $ F F H S W D Q F H W H V W V Q F$ R G H SV V9t D 4£ IFi H S W H VFW W P HQGH H DGV V\Q RH F B1 FV V S) HJ U 5 L S U D S 4 X D U U\ 6 S D O O V 5 R F N I R U H5 VR V'F N NUEDa iRJ L R Q( U 'RDVV\L R ,Q [ $ E V R U S W L R Q$ S S D U H Q W 6 S %'X Q N 6 S %6X60 N, 6 S ' H J , / $ , 5 H P D U N V, 1 2' $ `EH S; U RI R U 03 1000-02 Concrete Mix Design K W W S VL ,V G RZVV\E Z Z D J R Y E L] P D W V $ 6$ $ 6$ 5 H S R U W F I P" S U H I L[ Aggregate Source Approval Report. Page 1 of 2 Adw Washinqon State Tro Departm'e t of r an5portaiian WSDOT MATERIALS LAB 04/07/2020 Aggregate Source Approval Report Owner: Cadman, Inc. Lessee: Located in: W 1/2 NW 1/4 Section 19 T27N R7E Remarks: Mineral Agg. and Surfacing: Absorption: 0.62 Deg: 78 Remarks: Test Date: 03/21/2014 Apparent Sp. G.: 2.768 LA: 10 NOT APPROVED AS A SOURCE OF AGGREGATE FOR: HMA Other Courses HMA Wearing Course BST Crushed Cover Stone BST Crushed Screenings Gravel Backfill for Foundation Crushed Surfacing Top Course Class A Aggregates for Concrete ASR - 14 Day: 0.50 Deg: 80 LA: 11 Test Date: 04/28/2016 ASR - One Year: 0.04 FCA Absorption: 0.95 Remarks: 1-Year ASR results expire 04/02/2024 Aggregate Source: PS-D-336 Known as: High Rock Pit - Sand & Gravel County: Snohomish Expiration Date: 03/21/2019 Bulk Sp. G. (SSD): 2.738 Bulk Sp. G.: 2.721 ATB Ballast Crushed Surfacing Base Course Crushed Surfacing Key Stone Maintenance Rock Permeable Ballast Expiration Date: 04/28/2021 CCA Absorption: 0.7 CCA Sp.G: 2.738 FCA Organics: 1 FCA Sp. G: 2.679 Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap, Quarry Spalls, Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): Bulk Sp. G.: Deg: LA: Remarks: NOT Approved for: Quarry Spalls Riprap Rock for Erosion and Scour Protection 03 1000-02 Concrete Mix Design https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=D&pit_no=336 4/7/2020 Aggregate Source Approval Report. Page 1 of 3 Adw Washinon State Tro department of T an5portaiian WSDOT MATERIALS LAB 04/07/2020 Aggregate Source Approval Report Owner: Longview Fibre Co. Aggregate Source: PS-D-351 Lessee: Cadman Inc. Known as: Longview Pit Located in: NE 1/4 NE 1/4 Section 15 T27N R9E County: Snohomish Remarks: Mineral Agg. and Surfacing: Test Date: 01/22/2016 Expiration Date: 01/22/2021 Absorption: 0.9 Apparent Sp. G.: 2.748 Bulk Sp. G. (SSD): 2.706 Bulk Sp. G.: 2.682 Deg: 57 LA: 16 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Aggregates for Concrete: Test Date: 02/05/2016 Expiration Date: 02/05/2021 ASR - 14 Day: 0.10 ASR - One Year: CCA Absorption: 0.89 CCA Sp.G: 2.698 Deg: 71 FCA Absorption: 1.23 FCA Organics: 1 FCA Sp. G: 2.655 LA:14 Remarks: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Riprap, Quarry Spalls, Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): Bulk Sp. G.: 03 1000-02 Concrete Mix Design https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=D&pit_no=351 4/7/2020 Aggregate Source Approval Report 4Yasltinglon State WSDOT MATERIALS LAB 04/14/2016 fro Department of Transportation Aggregate Source Approval Report Owner: Glacier Northwest Aggregate Source: PS-B-335 Lessee: Known as: DuPont Pit Located in: A part of Section 22 and 23 Section 23 T19N R1E County: Pierce Remarks: Deg Factor for Concrete Agg: 77, Expires 2/8/21 // 1yr ASR value is 0.037 -Concrete Aggs do not require mitigation. The 1yr ASR expires 3/29/17 (men) // Appr'd for Streambed Agg, Expires 2/19/20 ME] Pit Run Materials: At the discretion of the Project Engineer, preliminary samples for Gradation and Sand Equivalent tests may be performed to determine if the material does in fact meet the specification for the intended use: Backfill for Rock Wall Backfill for Sand Drains Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Pipe Foundation Material for Classes A, B or C Gravel Backfill for Drains and Drywells Gravel Backfill for Foundation Class B Gravel Backfill for Pipe Zone Bedding Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket Select or Common Borrow No Preliminary Tests are required to be performed by the State Materials Lab Gravel Base: Test Date: 03/03/2010 Expiration Date: 03/03/2015 Drainage: Free R Value: 72 Swell Pressure: 0 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of GRAVEL BASE is required prior to use. Mineral Agg. and Surfacing: Test Date: 02/19/2015 Expiration Date: 02/19/2020 Absorption: 0.88 Apparent Sp. G.: 2.754 Bulk Sp. G. (SSD): 2.712 Bulk Sp. G.: 2.689 Deg: 75 LA: 13 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: 02/08/2016 Expiration Date: 02/08/2021 ASR - 14 Day: 0.56 ASR - One Year: 0.037 CCA Absorption: 1.09 CCA Sp.G: 2.695 FCA Absorption: 1.56 FCA Organics: 1 FCA Sp. G: 2.656 LA: 10 Mortar Strength: Petrographic Analysis: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Riprap and Quarry Spalls: Test Date: Expiration Date: Please see Remarks for Riprap and Quarry Spalls results. Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of RIP RAP AND QUARRY SPALLS is required prior to use. 03 1000-02 Concrete Mix Design RECEIVED BY CKC http://www.wsdot.wa.gov/biz/mats/asa/ASAReport.cfm?prefix=B&pit_no=335[4/14/2016 10:24:42 AM] Nov 11, 2020