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Home My WebLink AboutSTRUCTURAL CONCRETE MIXESAhrens Companies 1461 Kinetic Road r, Lake Park, Florida 33403 Phone: (561) 863-9004 Fax: (561) 863-9007 Submittal #03 30 00-16.0 1 03 30 00 - Cast -in -Place Concrete Ada®yac�� Project: 18-000037 - MRO Hangar - Treasure Coast Int. Airport 3191 Jet Center Terrace Fort Pierce, Florida 34982 Structural Concrete Mixes SPEC SECTION: 03 30 00 - Cast -in -Place Concrete SUBMITTAL MANAGER: LaMaya Jennings (AHRENS COMPANIES) STATUS: Open DATE CREATED: 06/12/2019 ISSUE DATE: // REVISION: 0 RESPONSIBLE RF CONCRETE CONSTRUCT f ION, INC. RECEIVED FROM: JEREMY FOULKS CONTRACTOR: RECEIVED DATE: 06/13/2019 SUBMIT BY: 06/13/2019 FINAL DUE DATE: 06/20/2019 LOCATION: Vero Beach TYPE: Product Information COST CODE: APPROVERS: Sean Day (Avcon Englneers & Planners), Sue Finney (Avcon Engineers & Planners), Ian Johnson (Avcon Engineers & Planners), Robert Palm (Avcon Engineers & Planners) BALL IN COURT: Sean Day (Avcon Engineers & Planners), Sue Finney (Avcon Engineers & Planners), Ian Johnson (Avcon Engineers & Planners) , Robert Palm (Avcon Engineers & Planners) DISTRIBUTION: JEREMY FOULKS (RF CONCRETE CONSTRUCTION, INC.) , NANCY CORCORAN (RF CONCRETE CONSTRUCTION, INC.) DESCRIPTION: This mix needs to go to the structural engineer, not the civil engineer. These are mixes for everything except the hanger slab. ATTACHMENTS: 1 MRO Hangar Structutal Concrete 201906121215.adf i SUBMITTAL WORKFLOW I # NAME SUBMITTER4% APPROVER SENT DATE DUE DATE RETURNED DATE RESPONSE ATTACHMENTS COMMENTS 1 Sean Day Approver I 6/20/2019 Pending 2 Sue Finney Approver 1 6/20/2019 Pending 3 Ian Johnson Approver I 6/20/2019 Pending 4 Robert Palm Approver I 6/20/2019 Pending Ahrens Companies i Page 1 of 2 FILE COPY Printed On: 06/13/2019 08 :26 AM AHERNS COMPANIES 1461 KINETIC ROAD I LAKE PARK, FL 33403 Shop Drawing / Product Date Review REVIED BY LaMaya Jennings DATi 6/13/2019 REVIEWED FOR COMPLIANCE APPROVED APPROVED AS NOTED REJECTED Review is for conformance with design concept only and intent and general compliance with contract d ocuments/specip cations. Subcontractor shall be responsible for all quantities, dimensions, compliance with documents and related codes, verification of work and trades and fabrication or techniques of construction. i BY DATE I Ahrens Companies Page 2 of 2 I I Submittal #03 30 00-16.0 03 30 00 - Cast -in -Place Concrete COPIES Printed On: 06/13/2019 08 :26 AM ❑ Tri-County Ready;Mix 2500 S.W. 2nd Ave. Ft. Lauderdale, FL 33315 Phone: (954) 761-1944 Fax: (954) 760-5925 Date Issued 5/7/2019 Submittal No. 25679 I I ❑ Eastern Ready Mix I 801 U.S. Higlnvay One North Palm Beach. FL 33408 Phone: (561) 904.7007 Fax: (561)904-7024 I I • Contractor: RF Concrete Construction I PO Box 650789 i • i Vero Beach I Florida 32965 ❑ North/Central Ready Mix 3928 South Nova Road Port Orange, FL 32127 Phone: (386) 763-5940 Fax:. (386)763-5969 ❑ West Coast Ready Mix 5I'S Gene Green.Rd. Nokomis, FL 34275 Phone: (941) 412-1260 Fax: (941)412-1609 Project: Treasure Coast International Airport Dear SidMadam: We are submitting the following concrete mix design(s) for approval of use for the above referenced project: Code Number Intended Use THE MIX CODE NUMBER MUST BE USED WHEN ORDERING. CONCRETE. The proposed mixes have been proportioned in accordance with the applicable sections of ACI 211,.and the concrete section of your specifications and/or your•request. The proposed mix design(s) will meet Iihe stated strengths, when test specimens are made, cured and tested in accordance with current ASTM standards, and evaluated per ACI recommended standards and practices. It is TITAN Concrete's policy to statistically analyze strength tests as a measure of Quality Assurance. As required per ASTM C 94-00, Sec. 4.p please instruct the testing laboratory for this project to include TITAN • Concrete on their distribution list at testreports(@titanamerica.com.for.all strength test reports for'this project. X NO EXCEPTION TAKEN I _MAKE CORRECTIONS NOTED _SUBMIT SPECIFIED ITEMS _REVISE & RESUBMIT _REJECTED _UNREVIEWED. FOR RECORD PURPOSES ONLY Checking is only for general project and general complial documents. Any action shoe and specifications. Contract be confirmed and correlated techniques of construction; ( trades and the satisfactory p AVCON, INC. By: LDV Danielle Rexroad Concrete Quality Technical Su, 1991- M19 Quadrei, Inc. nformance with the design concept of the with the information given in the contract is subject to the requirements of the plans is responsible for dimensions which shall the job site; fabrication processes and rdination of his work and that of all other ormance of his work. Date: 6-13-19 Representative Pagel ' 'TAN 15.aterhi5 for Life' Quadrel:iService SM OTri-County Ready Mix 13EastentReady Mix TITAN Ft. L S. V. 2ndale Ave. Ft. Lauderdale, FL 33315 Bol U,S.IliHeicyOne North Palm Beach, FL 33408 CON4CRETIE Phone: (954) 761-1944 Phone: (561) 904-7007 Materials for Life' Fax: (954)760-5925 Fax: (561)904-7024 Submittal No. 25679 I j .Date Issued: 5/7/2019 I Customer: RF Concrete Construction Project: Treasure Coast International Airport Usage I Q Iorth/Central Ready Mix OWeit Coast Ready Mix 3928 South Nova Road 425 Commercial Ct., Suite ➢3 Port Orange, FL 32127 Venice, FL 34292 Phone: (386) 763-5940 Phone: (941) 486.2220 Fax: (386)763-5969 Fax: (941)486.2222 Mix Code: SW695R30 Mix Code must be used when ordering concrete. SPEC W/C:0.50 #57 Material ASTM Spec. Gravity Volume (oz/cy) Welght flb/cy) Cement Type IL C-595 3.15 600 #-57 C-33 2:38 1,600 Manufactured Sand C-33 2.55 1,246 Water C-94 1.00 36.0 gal/cy 300 Type A & D Water Reducer I C-494 1.00 30 Air Entrainer I C-260 1.00 2 .Specified F'c : 4000 psi @ 28 days Specified Slump: 4.00 to 6.00 " I Specified Air: 1.50 To 4,50 % Designed WIC + P Ratio: 0.50 TOTAL 'Designed Volume: 27.00 cu.ft. Designed Unit Weight: 138.7 lbs./cu.ft. 3.;746 NOTES: TITAN Concrete has no knowledge or project architect, engineer, and/or cont water -to -cement ratio, cement content, ACI-31.8, and local Building Codes); ar procedures by a facility evaluated by a evaluated by ACI standards. Chemical admixtures are added in e to adjust these dosages to meet the TITAN Concrete also reserves the The minimum requirements for Ready Mixed Concrete Testing field -measured properties and I thority regarding where this mix is to be placed; therefore, it is the responsibility of the ctor to ensure that the above designed mix parameters of compressive strength, nd air content are appropriate for the anticipated environmental conditions (i.e. that acceptance testing is conducted in accordance to all applicable ASTM test accredited by industry agencies for proper lab protocol and that test results are with the manufacturer's recommendations. TITAN Concrete reserves the right in jobsite demands. to adjust cementitious contents in accordance to ACI 318. of ready mixed concrete at the project site are. established in ACI 311.6 Specification for as when acceptance of concrete as delivered to. the site is based on specific ry=measured compressive strength. TITAN Concrete requests to be included on the distribution list for test data. TITAN Concrete reserves the right to substitute material sources that meet the same specification requirements and exhibit. substantially equivalent performance. Unless indicated otherwise, COMMENTS: may use either Type 1/II or Type IL cement in this mix. X NO EXCEPTION TAKEN _MAKE CORRECTIONS NOTED _SUBMIT SPECIFIED ITEMS _REVISE & RESUBMIT _REJECTED _UNREVIEWED. FOR RECORD PURPOSES ONLY Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work and that of all other trades and the satisfactory performance of his work. AVCON, INC. By: LDV Date: 6-13-19 1992 - 2619 Quadrel, Inc. ) Page2 Quadrel iService sM Date: 5=019 . Mix Name: SW695R30 8000 6000 7000 6000, 5000 4000 3000 s 2000 100 200 300 400 Maturity Strengths ,No. Of Avg 28 Std Tests bay, Dev --------------------------- 30 6520 560 DETAILED STRENGTH; Compresl Batch Test 'Number Number I'60663380 '1642115 I60663.415 1649115 I I606634.15 164'9215 160663416 1649315 I60663416 16494.15 I`60663417 1649515 I60663417 164.9615 16G663418 1649715 I60663419 1649815 I606,63420 16,49915 160663439 16.54715 I-60663440 1654815 I60663440 PN21015 1606,63440 1654915 I60663441 PN21115 I60663.442 1655115 I60663441 1655015 J01 I62�103998 D01016 162103998 D00816 ! I60116094 P0004161 I60116094 P000316 600 TITAN CONCRETE �i%lialerials fox Life- Units: US .I 3I 9000 9.00 .0,07 8000 8.00 0.06 7.00 0.05 7000 6.00 0.04 6000 5.00 0.04 5000 4.00 0.03 3.00 0,02 4000 2.00 0,01 3000 1.00 0.01 2000 0.00 0.00 700 4500 5000 5500 6000 6500 7000 7500 8000 8500 PSI 95% of tests lie above cross=h"atched area RENGTH SUMMARY, Compression Either 4" x 8" Or $" x 12" ion Either 4" x 8" Or 6" x 12" Strengths 28 Day 5920 6000 6180 6370 6750 '6700 6510 7400 7.030 6760 7620 7930 6380 7030 6860 6380 6650 5750 5750 7110 712.0 1992-2019Quadcel,Inc. I Page3 QuadreliService SM i DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Test Strengthsr Number ----------------------------------- Number r 28 Day 162104148 D03716 5590 I62104147 D03616 5970 I60116355 P001516 6630 �160116356 P001616 6900 I 162106304 D09017 6000 I60118437 P0065 5830 �160227974 FL10218 5990 I60227971 FL10118 5850 160228370 FL17218 6670 1992 - 2019 Quadrel, Inc, II Page4 Quadrel iService SM 1 I 117rd-County Ready Mix DEaslemReady Mix 25011 S.W. 2nd'FL. No U.S. Highway One ■ ITAN Ft. Lauderdale, FL, 33.315 North Palm Beach, FL 33408 .✓'� CONCRETE Phone: (954) 76.1.1944 Phone: (561) 904-7007 Materials for Llfe' Fax: (954)760-5925 Fax: (561)904-7024 I I Submittal No. 25679 . Date Issued: 5/7/2019 Customer: RF Concrete Construction Project: Treasure Coast International Airport Usage 1 I North/Central Ready Mix 3928 SouthfNova Road Port Orange, FL 32127 Phone: (386)763.55A0 Fax: (386) 763.5969 West Coast Ready Mix 425 Commercial CC, Suite B3 Venice, FL 34292 Phone: (941) 486-2220 Fax: (941)48.6-2222 Mix Code: SW695R32 SPEC W/C 0:50 #57 HRWR Material M& Code must be used when ordering concrete. i ( ASTM Spec. Gravity Volume (oz/cy) Weight (Iblcy) Cement Type 1L C-595 115 530 # 57 C-33 2.38 1,630 Manufactured Sand I 0-33 2.55 1,291 Water C-94 1.00 32.0 gal/cy 267 Type B Retarder C=494 1.00 19 Type F High Range Water Reducer j 0-494 1,:00 20 Air Ei-trainer C-260 1 00 1 Specified F'c : 4000 psi @ 28 days Designed W/C + P Ratio: 0.50 TOTAL Specified. Slump: 6.50 to 0.50 " Designed Volume: 27.00 cu.ft. Specified Air: 1.50 To, 4.50I%a Designed Unit Weight: 137.7 lbs./cu.ft. 3,718 NOTES: TITAN Concrete has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engine eri and/or contractor to ensure that the above designed mix parameters of compressive strength,. water -to -cement ratio, cement contenI!, and air content are appropriate for the anticipated environmental conditions (i.e. ACI-318, and local Building Codes); and that acceptance testing is conducted, in accordance, to all applicable ASTM test procedures by a facility evaluated byand, accredited by industry agencies for proper lab protocol and that test results are ,evaluated by'ACI standards. Chemical admixtures are added in accordance with the manufacturer's recommendations. TITAN Concrete reserves the right to adjust: these dosages to meet the changes in jobsite demands. TITAN Concrete -also reserves theiright to adjust cementitious contents in accordance to ACI 318. The minimum requirements for testing of ready mixed concrete. at the project site are established in ACI 311.6 Specification for Ready Mixed Concrete Testing Services when acceptance of concrete as delivered to the site is based on specific field -measured properties and Ial oratory -measured compressive strength. TITAN Concrete requests to be included on the distribution list for test data. TITAN Concrete reserves the right to substitute material sources that meet the same specification requirements and exhibit substantially equivalent performance. Unless indicated otherwise, Titan may use either Type 1/11 or Type IL cement O EXCEPTION TAKEN _MAKE CORRECTIONS NOTED _SUBMIT SPECIFIED ITEMS _REVISE & RESUBMIT _REJECTED _UNREVIEWED. FOR RECORD PURPOSES ONLY i COMMENTS: Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract Idocuments. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work and that of all other trades and the satisfactory performance of his work. AVCON, INC. 1992 - 2019 Quadrel, Inc. Pages By: LDV Date: 6-13-19 sm l� Date: 5/7/2019 TITAN CONCRETIE • 1 Materials for Life' Mix Name: SW69SR32 Units: US :I iI 7000 7000 6.00 1 7r 1 10.05 6500 6000 5500 5000 4500 4000 3500 1 Maturity, Strength's No. Of Avg 28 Std Tests Day Dev ------------------------ 19 5590 650 6500 5.00 6000 4.00 5500 3.00 5000 4500 2.00, 4000 1.00 0.04 0.03 0.03 0.02 0.01 3500 0.00 L .«tsilllU111PIlIl�IIL- `�.' 0.00 3. 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 TRENGTH SUMMARY, Compression ,DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Test Strengths 'Number Number 28 Day 786527 EL-234 6510 786533 EL-235 6580 786538 EL-236 6620 786546 EL-237 65180 786550 EL-238 6590 786554 EL-239 6560 523397 E523397 4890 510093 E510093 J 5470 595713 E595713 5540 511055 E510055j 5680 538803 E538803i 5120 5733.08 E5.73308I 5130 511883 E511883 5720 560082 E560082 5540 590673 E590673. 4620 590883 E590883 5460 I69090943 M811#2A i 4590 I69090543 M811#3 4550 I69090942 M811#1 4560 1992 - 2019. Quadrel, Inc. i Page6 PSI '95% of tests lie above cross -hatched area Either 4" x 8" Or 6" x 12" Quadrel iService SM r 7nF Ti tN j i Titan FloridaAggregates Quality Control Department � 11000 NW 121st Way t Medley, FL 33178 (1 +1(305) 364-2200' YmAv.Utanamedca.com PRODUCT: .............................I........................... PORTLAND-LIMESTONE CEMENT Type..........................iL(14) STANDARD(S):....._.............. ....._. ASTM C595 / C595M -18 Date...,..... I................... March 11, 2019 ................... NOW MEDLEY FL - USA) Production Date........... 2/01119 to 2128/19 MANUFACTURING FACILITY :......................._.. PEN SILO(S):.....:.,.... ......... _._., ................................ 18,10 I I STANDARD' REQUIREMENTS Results for Item I ASTM Units Limit Specification period Magnesium Oxide (MgO) ! C114 % -- — 1.1 2.5 Sulfate reported isS08 i C114 % max 3.0 Fineness (specific surface) C204 m Ikg — -- 509 Fineness-resldueon45-Nm1No.121sieve 0430 % — 1.3 Loss on Ignition I C114 % max 10.0 5.5 % min 5 12 Umeslone (%) il % max 15 CaCO3 in limestone (°k) C114 % min 70 84 % Autoclave expansion f C151 % max 0.90 %Autoclavecontraction C151 % max 0.20 0.02 .Air content of mortar, volume C185 % max 12 8 Compressive strength — 2356 1 day C1091C109M psi 3 days C1091C109M psi min 1890 4142 7 days C1091C109M psi min 2900 5282 Heat or Hydrogen (3 day Time of setting (minutes) Initial Vcat lfical. C188 gloms — C1702 cellg — C191 minutes min C191 hours max _ 3.17 — 63 45 108 7 NOTES: This product and the clinker used In its production were manufactured in the United Slates of America; The amount of limestone in the finish cement�dll not vary by more than +1-2.5 mass %of the finished cement. C1702 testing was performed fly CTL Group,'quallified vendor to perform [his lesUng:(AASHTO R18 accredited and IAS•17025 aeoredited). This product also meets the. requirements of ASTM C1W Type GU and Type MS. 'Value reported for Compressive Strength for 28 days corresponds to the previous monthly period. "Test result represents the average of the previous 12 months. �— Cynthia Jimenez QC Manager Form Rev.11 May 2018 f We create chemistry Certificate of Conform, MasterAir®, AE'.90 Adr BASF Corporation Air I, Richard Hubbard,. Sr certify: That MasterAir AE 90 and I re (formerly MB-AE 90). -aining Admixture for Concrete cal Marketing Specialist for BASF Corporation, Cleveland, Ohio, mixture is a BASF Corporation Air -Entraining Admixture for concrete; That MasterAir AE 91? and MB AE 90 admixture are the same product having identical. q composition, diffeein only in designation; and That no. calcium.ch[Sride or chloride based ingredient is used in the manufacture of MasterAir AE 90 admixture; and That MasterAir AE 90 admixture, based.on the chlorides originating from all the ingredients used in its manufacture contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (I fluid ounce per 100 pounds) of cement, and That MasterAit AE 90 admixture meets- the requirements of ASTM C260, the Standard Specification fo Air -Entraining Admixtures for Concrete,.as well:as the requirements for air - entraining adm; tures as specified in Corps of Engineers' CRD-C 13 and AASHTO M154. Richard ubbard Sr. Technical Marketing Specialist Ohio 44122 (216)839-7500 MASTER° »BUILDERS SOLUTIONS We create chemistry Certificate of Conformance MasterGlenium® 7920 BASF Corporation AdmixtI ure for Concrete 'To Whom It May Concern: I, Richard Hubbard, S - Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify: That MasterGlenium /7920 admixture is a high -range water. -reducing admixture manufactured by BASF Corporation; a'nd That no calcium chl��ride or chloride based ingredient is used in the manufacture of MasterGlenium 7920 admixture; and That MasterGlenium 7920, admixture, based on the chlorides originating from all the, ingredients used in its manufrture, contributesless than 0.00021 percent (2.1 ppm) .chloride ions by weight of the, cement when used at the rate of 65. mL per 100 kg (1 fluid' ounce per 100 pounds) of cement; and That MasterGle ium 7920 admixture meets the requirements for a Type A, Water -Reducing and Type F, Water -Reducing, High Range Admixture specified in ASTM C494IC494M and AASHTO M194, the Standard Specification for Chemical Admixtures for Concrete, as well as the, requirements for Type A and Type F admixtures as specified in Corps of Engineers' CRD-C 87. 6 Sr. Technical Marketing Specialist Systems in Boulevard mo 44122 >.16)839-7500 MASTER° »BUILDERS SOLUTIONS We create chemistry Certificate of Conform, Master Pozzolith® 700 BASF Corporation Wa re (formerly Pozzolith 700N) cing Admixture for Concrete 1, Richard Hubbard, Si. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify, That MasterPozzolit 700 admNture. is a BASF Corporation Water -Reducing Admixture for concrete; and That MasterPozzolith '700 admixture and Pozzolith 700N admixture are the same product having identical composit)'on, differing only in, designation; and That no calcium ;,100 hloride or chloride based ingredient is used in the manufacture of MasterPozzolith admixture; and That MasterPozzolith 700 admixture, based. on the chlorides Originating from all the ingredients used in its manufacture, contributes less than 0.00060 percent (6.0, ppm) chloride ions_ by weight of the cement' hen used at the rate. of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterP/ozzolith `700 admixture meets the requirements for a Type A, Water -Reducing, Type B, Retarding,. and Type D, Water -Reducing and Retarding Admixture specified in ASTM C494/C494 , and AASHTO M1,94, the Standard Specifications for Chemical Admixtures for Concrete, s well as the requirements for Type A, Type B and Type D admixtures as specified in Corps of E gineers' CRD-C 87. hard Hubbard Technical Marketing Specialist Corporation. Telephone (2;16) 839-7500 MASTER° BUILDERS SOLUTIONS a a BASF We create chemistry Certificate of Conformance MasterSet® R 961 Admi�ture (formerly Pozzolith 961 R) BASF Corporation Admixture for Concrete I, Richard Hubbard, - r. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify: That MasterSet R 9;61 admixture. Is a BASF Corporation S.et Retarding Admixture for concrete; and 7 That MasterSet R�61 and Pozzolith 961 R admixture are the same product having identical composition, diffe ing only in designation; and That no calcium hloride or chloride based ingredient. is used in the manufacture of MasterSet R 961 admixture; nd That MasterSo R 961 admixture, based on the -chlorides originating from all the ingredients used in its ma// ufacture, contributes less than 0.00013 percent (1,.3 ppm) chloride ions by weight. wh of the cement en used at the rate of 65 mL per 100 kg (1. fluid ounce per, 100 pounds) of .cement; and That Master,* et R 961 admixture meets the :requirements for a Type B, Retarding and Type D, Water -Reducing and Retarding -Admixture specified in ASTM C4941C494M.and AASHTO M194, the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements for Type 'and Type D admixtures as specified in Corps of. Engineers' CRD-C 87. �CV-J A6W4 -M� chard Hubbard Technical Marketing Specialist BASF Corporation RA Admixtures Systems ASTER 237,00 Chagrin. Boulevard Cleveland, Ohio M» BUILDERS Telephone. (216)'8394 M9-7500 SOLUTIONS 0 ®BASF We, create chemistry February 16, 2016 Project: . Project location: . Certificate of Conformance MasterSure® Z 60 Admixture (formerly RheoTEC Z-60) BASF Corporation Admixture for Concrete I, Richard Hubbard, Sri Technical Marketing Specialist for BASF'Corporation, Cleveland, Ohio, certify: ' That MasterSure Z 60 admixture is a Workability -Retaining Admixture manufactured by BASF Corporation; and That MasterSure Z 60 admixture and RheoTEC Z-60 •admixture are the same product having identical composition, differing only in designation, and That, no calcium chloride or chloride based ingredient is used in the manufacture of MasterSure Z 60 admixture; and That MasterSure Z 60 admixture, based on the chlorides originating from all the ingredients used in its manufacture,/ contributes- less than 0.00007 percent (0.7 ppm) chloride ions by weight of the cement whenf used at the rate of 65 mL per 100kg (1 fluid ounce per 100 pounds) of cement; and That MasterSure Z 60 admixture meets the requirements for a Type S, Specific Performance, Admixture as specified 'in Table 1 of ASTM C494/C494M and AASHTO M194, the Standard Specifications for Chemical Admixtures for Concrete. Richard Hubbard Sr. Technical ,Marketing Specialist 1 f BASF Corporation Admixtures systems 23700 ChagrinfBoulevard Cleveland, Ohio 44122 Telephone (216) 839-7500 MASTER° »BUILDERS SOLUTIONS