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Technical Circular T-5/95 March 10, 1995 TO: All Headquarters Directors, Prof. Services, Planning & Major Projects All Regional Directors All Regional Managers, Prof. Services, Planning & Operations All District Highways Managers SUBJECT : CONCRETE ADDITIVES - SUMMARY OF TYPES AND USES PURPOSE : To inform Ministry staff as to the range of concrete admixtures currently used in British Columbia, and to provide general guidelines for appropriate use. BACKGROUND : The current edition of MOTH Standard Specifications for Highway Construction Section 211 "Portland Cement Concrete" was written in 1992 for the manufacture of plain concrete. Reference is made therein to Section 314 IIAdmixtures for Portland Cement Concretett.This latter section, written in 1985, discusses only Pozzolan admixtures, referring to CSA standards for details of air-entraining and chemical admixtures. Many MOTH field staff do not have access to a set of current CSA standards. This Technical Circular is intended to summarize the range of admixtures now in common use in B.C. and will serve as an interim guide until Section 314 of the Standard Specifications is updated. CONTACT : Steve Geddes Senior Laboratory Scientist Geotechnical & Materials Engineering Branch Phone: 387-4360 Fax: 356-2012 Attachment E.A. Lund, P.Eng. Chief Highway Engineer

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Page 1: SUBJECT CONCRETE ADDITIVES SUMMARY OF TYPES AND · 2019. 8. 16. · -3- CONCRETE ADDITIVES - SUMMARY OF TYPES AND USES 1.8 Water Repellents Integral water repellant admixtures based

Technical Circular T-5/95 March 10, 1995

TO: All Headquarters Directors, Prof. Services, Planning & Major Projects All Regional Directors All Regional Managers, Prof. Services, Planning & Operations All District Highways Managers

SUBJECT :

CONCRETE ADDITIVES - SUMMARY OF TYPES AND USES

PURPOSE :

To inform Ministry staff as to the range of concrete admixtures currently used in British Columbia, and to provide general guidelines for appropriate use.

BACKGROUND :

The current edition of MOTH Standard Specifications for Highway Construction Section 211 "Portland Cement Concrete" was written in 1992 for the manufacture of plain concrete. Reference is made therein to Section 314 IIAdmixtures for Portland Cement Concretett. This latter section, written in 1985, discusses only Pozzolan admixtures, referring to CSA standards for details of air-entraining and chemical admixtures.

Many MOTH field staff do not have access to a set of current CSA standards. This Technical Circular is intended to summarize the range of admixtures now in common use in B.C. and will serve as an interim guide until Section 314 of the Standard Specifications is updated.

CONTACT :

Steve Geddes Senior Laboratory Scientist Geotechnical & Materials Engineering Branch Phone: 387-4360 Fax: 356-2012

Attachment

E.A. Lund, P.Eng. Chief Highway Engineer

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CONCRETE ADDITIVES - SUMMARY OF TYPES AND USES

1.0 ADMIXTURE TYPES

The main categories of admixture are described in the following section. The names of some commonly-used products are listed at the end. This list is for illustration only, and may not represent the complete range of products on the market.

1.1 Cement Types

Although not truly admixtures, the various types of portland cement, other than Type 10 (Normal) portland cement, are sometimes treated as if they belonged to such a category. Types 20 (Moderate), 30 (High Early Strength), 40 (Low Heat of Hydration), and 50 (Sulphate Resistant) portland cements are seldom encountered in Ministry use.

1.2 Cement Replacements

1.2.1 Pozzolans

Pozzolans, naturally-occurring volcanic ash, are used as an admixture to portland cement. The pozzolan combines with the water-soluble free lime (CaO) from the portland cement, providing additional strength while reducing expansion and permeability of the hardened concrete. Section 314 refers to Type N for natural ash, and Type F for flyash (see below). Sometimes, pozzolans are marketed with combinations of properties, to act as retarders, etc. Current Ministry policy does not permit the use of pozzolans in bridge decks.

1.2.2 Flvash

Flyash is a man-made pozzolan, recovered from coal-burning thermal generating plants. Type F flyash is produced when anthracite, bituminous or sub- bituminous coal is burned; it is generally low in lime, giving lower heat of curing and sulphide and sulphate resistance similar to Type 50 portland cement. Type C flyash comes from lignite or sub-bituminous coal; their higher lime content gives them self-hardening properties, making them more useful for high early strength concrete. In its dry form, flyash is more absorbent and flows more easily than portland cement. Trial mixes must be carried out on each type of flyash to determine the f1yash:cement replacement ratio - usually greater than 1:l.

1.2.3 Silica Fume

Silica fume, also known as condensed silica fume, volatilized silica or microsilica, is a byproduct of electric arc furnaces. It behaves as a pozzolan due to its extreme fineness and high silica content.

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CONCRETE ADDITIVES - SUMMARY OF TYPES AND USES

1.3 Accelerators and Antifreeze Admixtures

Because calcium chloride increases heat of hydration, thus increasing the concrete temperature, it was often used to permit placing in unheated forms during the winter. The Ministry does not allow use of chloride admixtures because of corrosion problems.

Recently, other chemical "antifreeze" admixtures have been tried out, including: chlorides, nitrates, sulphates, carbonates, urea and polyglycolester.

1.4 Retarders

Retarding admixtures are used to control setting times and to reduce heat of hydration. They are most often used in hot weather, or in large monolithic pours. They are less often used to permit longer time for finishing of large slabs.

1.5 Air-Entrainment

The entrainment of a small amount of air in concrete, typically 4 to 8%, realize benefits, including: better workability, reduced segregation, reduced permeability and increased freeze/thaw resistance. Improper use of admixtures can cause either excessive air or "entrapped" air (where the air bubbles interconnect), both of which are harmful to concrete.

1.6 Water Reducers

Water reducing admixtures permit reductionof water in concrete mix without loss of slump, or an increase in slump without loss of strength. Some of these admixtures retard setting time of concrete, while others have little or no effect.

1.7 Superplasticisers

Superplasticisers are organic chemical admixtures classified as Category A (melamine based) and Category B (naphthalene based). As with water reducing admixtures mentioned above, superplasticisers may be used either to increase slump without loss of strength, or to retain slump while increasing strength. Superplasticisers are most commonly used where concrete is to be pumped to the forms. A plain concrete mix with a 75 mm slump could have the slump increased to 200 mm or more after addition of superplasticiser. The effect is short-lived, so superplasticiser is usually added to the ready-mix truck at the site. They should be used only where necessary, and the Ministry does not permit their use for bridge decks.

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CONCRETE ADDITIVES - SUMMARY OF TYPES AND USES

1.8 Water Repellents

Integral water repellant admixtures based on stearic acid are occasionally used on floor slabs, brick mortar and other areas in industrial buildings. They would not normally be encountered in Ministry work.

2.0 DISCUSSION

Admixtures other than pozzolans or air entraining agents are not usually required for the typical small MOTH project. On larger projects, however, superplasticisers are essential where concrete is pumped. Where required by the project conditions, admixtures recognized by CSA can, if used properly, greatly improve the quality of concrete.

3.0 RECOMMENDATIONS

In the early phases of project planning, MOTH staff must obtain complete mix data, including a description of all admixtures, their brand names, dosage, purposes and precautions. No mix should be accepted prior to receiving complete data, regardless of how reputable the testing agency or ready-mix supplier. Most Ministry contracts contain a price item for trial mix preparation. This should be used to verify mix proportions, admixtures and materials on all but the smallest jobs. Questions regarding specific admixtures or their recommended dosage should be referred to the Regional Geotechnical and Materials Engineer, or to the Central Materials Laboratory in Victoria.

M:/DIRBCTOR/CADDTC 1995/03/10

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LIST OF TYPICAL PRODUCT NAMES

The B . C . Ministry of Transportation and Highways does not have a list of recognized concrete admixtures. Attached, as an interim guide, is a copy of an 8-page list of admixtures accepted by the Ontario Ministry of Transportation. The list was issued in 1992, but is believed to be still current.

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CONCRETE ADAIIXTURES, CHEMICAL

DSM # 9.25.10 DATE 92 06 09

SPECIFICATION(S): OPSS 1303, t o p s 1350, opss 904) PACE 1 OF 5 DRAWING( S) : N/A CUSTODIAL OFFICE: EKGINJXRINC KUERIALS BIDDERS TENDEKKNU QUERIES

CONCRETE ( 41 6 b 335-3705 CA1.L 4 41 6 1 23!!-.3!51)

: PKODIJCI' **: MIN : MEETS : : DOSE :REQ'T FOR: :REL- :

:F: PER : :REQUIRED : AT1VE:SOLID . :0:106 KG:TYPE:NON-:AIR :DEh'SITY :CONT : :R:CENENT: *** :CHLO:ENTR4INIKG: AT : AT : NANE :M:NOTE 1: :RIDE:ADiUIXTURE : 25 C :I05 C SOURCE

AXIW CONCRETE :CATEXOL :L: 260 : I'R : X :CATEXOL : 1.202 : 40.0 TECHNOLOGIES : 900R : : 2. :A-E, 160 I : CANADA INC 0 . . . : C A r n O L : 141 SHEARSON CRES: . - . . :A.E. 260 : .

-- .-. - . . -.- . - -

CAMBRIDGE, (INT NIT 1 5 3 .

(51 9 1 622-5940 FAX(519)622-5393

. * - - :CATEXOL r - I - . :V.R. .--.-. -- 0 - . . .

:CATEXOL :L: 260 : 1 - : X :CATEXOL : 1.207 : 45.0 : 700N . . . . :A.E. 160 : . . . . :CATEXOL : . . . :AI€. 260 :

. . . - : :CATEXOL : t

- . . . :V.R. . . . --• .-.-. .- . .

:CATkXOI. :L: 260 : .SN : x :CAEXOL : 1 -201 : 40 .O :SOON . I I * :A.E. 160 : . . . * :CATEXOL : . . . . :A.E. 260 :

: : ICXTEXOL : . . . I :V.R. .- .-. ..-.-. . . CONCHEM :CONCHEM :L: 325 : RN : X :CONCHEM : 1.191 : 40.0

MILTON, ONT L9T 3H5

1 8 0 M A R K E T D R : 25U. : : : AES : : * * :PROAIR OR :

- :EVERAIR : . : PLUS :

. * . -

. * . .

. I

. (416) 821-3761 : . - 1-800-263-4110 : :-: .-..-- .----.. .-.

FAX(4161576-4960 :PROKRETE R:L: 285 : SR : X :CONCHEM : 1.210 : 41.0 . : : : AES - - . . :PROAIR OR : :ElrEKGIK : : PLUS :

. . - .

. c . . - _ - _ .A^ I.-. -. .- . . :PROKRETE N:L: 225 : SN : X :CONCHE!d : 1.208 : 45.0

- 0 - 0 : AES 0 . . . - :PROAIR OR :

;EVERAIR : . : PLUS :

I . . . 0 . . . . . .- .-: .-.-. . . . . . . . 0 . . . I .

- . I . . : : : L

I I '

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CONCRETE ADNISTURES, mnrrcAL

D S ;P 9.%.10 DATE 92 06 09

SPECIFICATION(S): OPSS 1303, <OPSS 1350, OPSS 904) PAGE 2 OF 5 DRAW NGI S) : N/A CUSTODIAL OFFICE: ENGINEERING MATERIALS BIDDERS TENDERlNG QIJERTE!3

CONCRETE (416) 235-3705 CALL (416) 235-3550 - -- ---==-.--- ___-----------u_----------- ----I-- ---- ---- --_----- : PRODUCT **: MTN : MEETS z

: DOSE :REQ’T FOR: : REL- :F: PER : :REQUIRED : AT1VE:SOLID

:RICEBENT:*** :CHLO:EMRAININC: AT : AT : :0:100 KGsTYPE:NON-:AIR :DENSITY:CONT

SOURCE : :M:NOTE 1: :RJDE:AIIIIIIXTURE : 25 C :lo5 C

CONCHEM COhT’D :PROTARD :L: 185 : R : X :CONCHEM : 1-205 : 35.5 .-. .-.-. .- . *

. . . : AES f

:PROAIK OH : :EVERAIR : : PLUS ;

- . . . . . . . . *

. I . . 0 - . .-.-. .- . .

:PROT.ARD :L: 315 : R . : X :CONCHEM : 1.205 : 35.5 . . : Z A E S . :PROAIR OR : :EVERAIR :

C. . f - : PLUS :

. I . . . . . . . I .

--- -.-.--. .- - a

EUCLID ADMISTURE :EUCO :L: 260 : R’K : X :ALREX D OR: 1.202 : 40.0 CANADA INC :RETARDER : : : :AIREX L OR:

2835 GRANDE-ALLEE: L . . . :AIREXTRA : . . . - . :EUCO AIR : ST HUBERT, QUE : J4T 2R4 - - .-. .-.-. *-

(514) 465-223s :EUCO m :L: 260 : ITN : x AIREX D OR: 1.207 : 45.0 *ONT SOURCE . I . . . :AIREX L OR:

. f . - :AIR- : CANADA INC : . . - - 2 iEUC0 AIR i

EUCLID ADMIXTURE: 175 REXDALE BLI‘D: . . ETOBICOhT, ON1 :EX0 IfR-75j:L: 260 : SP4 : X :AIREX D OR: 1.201 : 40.0 M9W 1P8

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. . .-. .-.-. *- . . :TCDA 727 :L: 1S5 : R : x :AI&.Y D OR: 1.160 : 31.0 . . . :AIREX L OR;

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- - - I

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CONCRETE ADMI XTLJRES , CHENICAL

DSM # 9.25.10 DATE 92 06 09

SPECIFICATION(S): OPSS 1303, tOPSS 1350, OPSS 304) PAGE 3 OF 5 L)I{AN'lNG( S) : N/A CUSTODIAL OFFICE: ENGINEERING NATERIALS RI IIDERS TENDER 1 NG QIlER 1 ES

COHCRETE ( 41 G 1 235-3705 CALL (416) 235-3550 -----------I--- v-- ----------- -- - ---I------------- ----------

: PRODUCT *+: MIIN : MEETS : : DOSE :REQ'T FOR: :EL- : . :F: PER : :REQUIRED : AT1VE;SOLID . :0: 100 KG:TYPE:NOK-:AIR :DEBSITY:CONT

:R:CEM€NTt*** :CHLO:ENTRAININC: AT : AT : N.= ;M:IWTE 1: :RIDE:ADbfIXTW : 25 C ;lo5 C .- SOURCE .-. .----.-. . .

EUCLID ADMIXTURE :TCM XA :L: 250 EN Y :AIREX n OR: 1,210 : 43.0 CONT'D . . . . :AIREX L OR: . . . . :AIREXTRA t

: . I - - : :EUCO AIR : . :TCDA D :L: 565 : BR : X :AIREX D OR: 1.210 : 40.0 . . . . :AIREX L OR: : - . . . ?AIREXTRA :

- . . . :EUCO AIR :

-.-.-. :- .-. . I --. .

.-. .-.-. .- . . W.R, C W E t CO :DAFUTARD :I.: 190 : R : X :DAREX AEU: 1.1725: 31.0 OF CANADA LTD :HC . I . I :D.ARAVAIR : 294 CLEnlENTS EUI F: 0 . . . :DARAVAIR R: . AJAX, ONT LIS 3C6

( 4 I6 1 683-8561 fAX(416)683-5947

.-.-: .- :DARATARD rL: 330 : ELy : X : D m AEA/: 1.1725: 31.0

:-:

:HC . . . :DARAYAIR : . . . :D;UUVAIR H: . . I . .-. .-.-: .- - .

:DARATARD ;L: 190 : R : X ; D m W: 1.2450: 47.3 : 17 . . . . :DARAVAIR : . - . . . . :DAMVAIR R:

I .

:DARAT.W :L: 250 : RX : X :DXREX W : 1-2450: 47.3 : 17 . . : DARAVAIR : - . . . :DARAVAIR Rt

. . I-. .---- .- . .

:'RRDA :L: 440 : WN : X :DAREX W : 1.157 : 34.5 :IL.IRAVAIR : :DARAVAIR R:

. . . - - - . . --. ..-.-I .- . . 1

:H'RDA 20 :L: 220 : &N : X :DAREX xEA/: 1.208 : 49.5 - - 0 . :DMUVAIR : : . . . . :DARA\'AIB R: .-.-- .- .-. . . :WDA 20 :L: 210 : SN : x REX AEAA 1.208 : 49.5 . . . . ;DARAVAIR ;

:DARAVAIR R: . . . - . . * - - .-:-: .-

:WRDA 82 :L; 190 : IN : X :DAREX W: 1.216 : 45-2 . . . . :DARAPAIR :

z a .

. . . . . . . :DARAVAIR R: ?-.-- .- : :-: - - . .

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CONCRET€ ADMIXTURES, CHEMIC-4L

DSM # 9.25.10 DATE 92 06 09

SPECIFICATION(S)i OPSS 1303, (OPSS 1350, OPSS 904) PAGE 4 OF 5 DRAWING( S) : N/A CUSTODIAL OFFICE: ENGINEERING M4TERIAi.S BIDDERS IEWkHING QUEHIES

CONCRETE ( 41 6 1 235-3705 CAIJ. ( 41 6 b 23S-BSSO

: PRODUCT **: MfN : MEETS : . .

2 . :F: PER : :REQUIRED : AT1VE:SOLID . ' :0:100 ICG:TYPE:NON-:AIR :DENSITY:CONT

: DOSE :REQ'T FOR: :REL- :

:R:CEhENT:*** :CHLO:ENTRAINING: AT : AT SOURCE : N A E tM:NOTE 1: :RIDE:ADMISTRE : 25 C :lo5 C

$.H.G'KACE UUNT'D :WWDA 82 :L: 280 : SN : X :DMEX W: 1.216 : 45.2 --I .--.-. I- . . .

:D-UZAVAIR z : : :DARAVAIR R: . . . I -

MASTER BUILDERS TECHNOLOGIES LTD 3637 WESTON RD TORONTO, ONT M9L 1W1

(416) 741-3830 1-&00-387-5862

FAX. 41617%1-7=

: MBHC :L: 190 : R : X :MBVR OR: 1.220 : 41.0 . . . . :MICRO AIR : --- . .--.-. -- . . :MBHC :I.: 330 : r2X : X :WVR OR: 1.220 : 41.0

: :MICRO AIR : . . - - .-. --.-. .- . . :MBL 83 :L: 375 : WN : X :MBVK OR: 1.210 : 41.0 - - . . : :%I!<.a<1 AIK :

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:foZu)LITH :L: 300 : WN : X :MBYR OR: 1.130 : 41.3 :325N . . . . :MICRO AIR :

t- .-.-. t 2-:

:POZZOLITH :L: 450 : ViR : X :MB\R OR: 1.190 : 41.3 0 . 0 :MICRO AIR : :32!5N 0 .

;POZZOLITH :L: 250 ; SN : :MBYR OR; 1.300 : 51.0 : lOON . . . . :MU30 AIR :

0 - . :-.-. .- . . .

~ - . :POZOLITH :L: 316 : SN : :MEl'R OR: 1.270 : 46.0 : 122N . . :MICRO AIR : . . . 0 - . ..-.-. .-

0 .

:POZZOLITX :L: 150 : SR : x :MBIIZ OR: 1.220 : 47.0 :MICRO AIR : - - : 1 OOXR I . . . -~ -

:POZZOLITH :L: 300 : WN : X :M.BVR OR: 1,209 1 44-1 : 322N . - . . :MICRO .4IR :

:POZU)LIM EL: 400 : WR : X :MBVR OR: 1.209 : 44.1 : 322N . . 0 - : :MICRO AIR : :

.-. .-.-. .- I .

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CONCRETE ADMIXTURES, CHEMICAL

D a f # 3.25.10 DATE 92 06 09

~ ~~

SPECIFICATION(S): OPSS 1303, (OPSS 1350, OPSS 904) PAGE 5 OF 5 DR4\\'ING( S) : "A CUSTODIAL OFFICE: ENGINEERING MATERIALS BIDDERS TENDERING QUERIES

CORCRETE (416) 235-3705 CALL (416) 235-3550 --__I-- - - ---. ~ ~ ~ P P ~ ~ P P l l ~ - -n=--=.PIDPP3=---

: PRODUCT **: NIN : MEETS : : DOSE :REQ'T FOR: :EL-

:F: PER : :REQUIRED : ATJI'ErSOLID

rRzCEMENT:**t :CHLO:ENTRAINING: AT 2 AT :0:100 KG:"VE:NON-:AIR :DENSITY :CON1

SOURCE : NANE :M;NOTE I: :RIDE:ADMIXTURE : 25 C :I05 C - -

SIKA CANADA INC :PLASTIMEKT:L: 215 : R : X : S I U AER : 1.180 : 33-5 601 DELMAR AVE : 0 .

H9R 4A9

. . . .-.-.-.-. .- POINT CLAIRE, QUE: . - :PLASTIBENT:L: 330 : RX : X :SIKA AER : 1.180 : 33.5 . . (514) 697-2610 t - .

*ONT SOURCE: . - SIKA CANADA INC : 0 .

2 3 9 5 D R E W R I ) : . . UNIT 6, . . MISSISSAUGA ONT : I . . L5S 1Al

(416) 678-2843 : . . L

FAX(416)678-6818: 0 . .

- . . - . : 0 .

. I . . . . . *

. * . . NOTES t

** P - POWDER, L - LIQUID. *** WN - WATER REDUCING, N O W SETTING AWIXTURE

RR - WATER REDUCING, SET-RETARDING ADMIXTURE R - SET RETARGING ADMIXTURE RX - SET-RETARDING ADMIX?URE (EXXENDED RETARDATION) AC - ACCELERATING ADMIxftaE SN - STRENGTH INCREASING, NORMAL SETTING ADMIXTURE SR - STRENGTH INCREASING, SET-RETARDING ADMIXTURE

( 1) DOSAGE DESIGNATED IS M I N I W AND IN ML, OR GRAMS (GI SIIOWN.

I I'

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CONCRETE ADMIXTUIZES, SUPERPLASTICIZERS

DSN # 3.25.18 DATE 92 04 14

~

SPEClFICATION(S): CAN3-A266.6-=, (OPSS 904) PAGE 1 OF 1 DRAWING(S): N/A CUSTODIAL OFFICE: ENGINEERING NATERIALS BIDDERS TENDERING QUERIES

CONCRETE (416) 235-3705 CALL (426) 235-3550

. : MEETS : . 2 REQ'T FOR : NON- : . :YOLATILE :RELATIVE : N- : FL- :NUN : CUIU'I'ENT :DENS1 TY

: PRODUCT : PE: 0K:FIB:AT 105 C :AT 25 C .-.-.-.--I ..-

SOURCE

CONCHEM : CONCHEM :SPN: Y : Y : 41.0 : 1.21 : SPN : 180 MARKET DR

MILTON, ONT L9T 3H5 (416) 821-3761

1-800-263-4110

t : :

I - FAX (416) 876-4960 : : . . : :

EUCLID ADMIXTURE CANADA INC : MEUENT :SPN: Y : Y : 32.0 : 1.19 2835 GRANDE-ALEE 1-10 :

:MULCOPLAST :SPN: Y : Y : 40.5 : 1.21 ST HUBERT, QUEBEC J4T 2 R 4 (514) 465-2233 : M . .

*ONT SOURCE: :MULCOPLAST :SPR: Y : Y : 41.5 : 1.22 EUCLXD ADMIXTURE CANADA INC: CF 175 REXDALE BLVD ETDBICOKE, ONT MW 1PS (416) 743-4831

. . .

. : FAX (416) 743-8231 :

W.R. GRACE AND COJPANY : RXDA 19 :SPN: N 2 Y : 42.0 : 1.22 OF CANADA LTD 294 CLEMENTS RD W . . MAX, ONT LlS 3C6 (416) 683-8561

FAX (516) 683-5947

MUSTER RUII.DERS TECINOLOCIES 3637 WEST08 RD TORONTO, ONT M9L 1Kl (416) 741-3830

FAX (416) 741-7925 1-800-387-5862

STERNSON LTD PO BOX 130 BRANTFOKD, UNT N3T 5N1 (519) 759-6600

FAX (519) 753-6592

: PO22OLITH : 400N

: STERNFLO

2

. . . :SPN: . . I 2 : . :SPR:

. . Y : Y :

Y : Y :

. : :

. 40.5 t 1.20

.

. 42.5 : X.22

-

I I '

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CONCRETE ADMIXTURES, AIR ENTRAINING

DSM # 9.25.05 DATE 92 06 09

SPECIFICATION(S): OPSS 1303, (OPSS 904, OPSS 13SQ) PACE 1 OF 2 DRAWING( S) t N/A CUSTODIAL OFF ICE : EHG I NEER IN0 M4TER I ALS

CONCRETE (416) 235-3705 CALL (416) 235-3550 BIDDERS TEXDERING QUERIES

3 D P I L ” ~ , ’ = = ~ ~ ~ i ~ P ~ ~ ~ - - - 1 I p ~ ~ x ~ - - - - - - - - - - - - - - w---w-----==nb-..

:RELATIVE: : YKULIUL7 :DENSITY : PH SOURCE

AXIM CONCRETE TECHNOLOGIES C.4W.4 INC 141 SHEARSON CR CAMBRIDGE, ONT N1T 153 (519) 622-5940

FAX (519) 622-5893

CQNCHEM 180 MARKET DR MILTON, ONT L9T 3H5 (416) 821-3761

1-800-263-4110 FAX (416) 876-4960

EUCLID ADMIXTURE CANADA INC 2835 GWDE-ALLEE ST HUBERT, QUEBEC J4T 2R4 (514) 465-2233

*ONT SOURCE: EUCLID AIXIXTURE CXUDA INC 175 REXD.4I.E BLVD ETOB I COKE, ONT M9\V 1P8 (416) 743-4831

FAX (416) 743-8231

W.R. GRACE AND COMPANY OF C.MADA LTD 294 CLEMENTS RD MAX, ONT LlS 3C6 (416) 683-8561

FAX (416) 6S3-5947

IUSTER BUILDERS TECHNOLOGIES LTD 3637 WESTON RD TORONTO, ONT M9L 1Wl (416) 741-3830

1-800-387-5862 FAX (4161 741-7925

W.R. MEADOWS OF CANADA LTD 70 HANNAJYT CRT MILTON, ONT L9T 5C1 (416) 542-7220

(416) 878-4122 FAX (416) 878-4125

: CATEXOL : 1.009 ; 8.0 : Am60 . z LIA’IEXOL : 1.008 2 12-3 : A.E.260 : CATEXOL Y.R,: 1.036 : 12.4

: PRO-AIR : 1,019 : 12.3 ; CONCHEM AES : 1-041 : 12.9 : EI’ERAIR PLUS: 1.010 : 10.0

.

. : AIREX D : AIREX L : AIREXTRA : EUCO AIR

:

. : DAREX’AEA : DARAVAIR R E DARAVAIR

: 1.016 : 1.007 : 1.007 : 1*009

?

. : 1.014 : 1.065 : 1.038 * . L

: 1.037 : Ml3m : MICRO-AIR I : 1.020 .

: SEALTIGHT : AEA .

: 1.050

8.9 7 . 0 9.5 8 . 0

8.0 12.5 12.0

12.7 11.25

:

. : 13.7

I I ‘

Page 13: SUBJECT CONCRETE ADDITIVES SUMMARY OF TYPES AND · 2019. 8. 16. · -3- CONCRETE ADDITIVES - SUMMARY OF TYPES AND USES 1.8 Water Repellents Integral water repellant admixtures based

CONCRETE DSM # 9-25-05 ADMIXTURES, AIR ENTRAIlr’ING DATE 92 06 09

SPECIFICATIONIS): OPSS 1303, (OPSS 904, OPSS 1350) PAGE 2 OF 2 DRAWING( S) : N/A CUSTODIAL OFFICE: ENGINEERING hf4TERIALS BIDDERS TENDERING QUERIES

CONCRETE (416) 2353705 CAI.1. (416) 235-3550 - ====-i-=-.-- . . . .- . . -. -. . .. , ...-- --. ._. * --_____________ _. . .. -a-I

: RELATI I’E : SOURCE : PRODUCT :DENSITY : PH

SIKA CANADA INC : SIKA AER : 1,050 : 12.0 601 DELMAR AVE POINTE CLAIRE, QUEBEC H9R 4A9 (5141 697-2610

+ONT SOURCE: SIKA CANADA INC 2395 DREW RD, UNIT G MISS I SSAUGA , ONT L5S 1Al (416) 678-2843

FIU (416) 678-6818

STERNSON LTD

BRANTFORD, ONT PO BOX 130

Nsr 5 ~ 1 (51Si 759-6600 FAX (51s; 753-6592

H’ITCO CHEWICAL COW 520 bLUlISON AVE NEW YORK, NEW YORK, USA 10032 (212) 605-3800 *CDN SOURCE: WITCO CANADA INC 2 LANSING SQ, SUITE 1200 IYILLOAIIALE, ONT M2J 424 (416) 497-9991

FAX (416) 497-7110

. . :

. . 0

0

: STERNSON : NVR . 0

: GITCMIIDE~~ : 5140 0 . 0

t

0 . . :

** MATERIAL TO BE DILUTED PRIOR TO A D D S G TO CONCRETE,

0

.

.

. : 1.045

0

0

: : 1.030

:

0

.

.

. 0

: 12.9

. 0

: 9.0

0

t

ALL OF THE LISTED PRODUCTS ARE IN THE FOW OF A LIQUID. TRAINING ADMIXTURES LISTED MUST NOT BE YKEUUEL) BITH A CHEMICAL ADMIXTURE SOLUTION.

DISPENSED SEPARATELY.

THE AIR EN-

WERE ROTH A C€IEMICAI.ADNISTURE AND AN AIR ENTRAINING mnsix-rum m USED IN caNcmE, THE TWO MATERIALS MUST BE

I I’