STORAGE
AQUA-MITE waterproofer® FLUID can be stored for 6 months in closed, unopened original drums or storage vessels, provided the temperature does not fall below 5°C or exceed 40°C.
Keep out of direct sunlight and protect from frost.
AQUA-MITE waterproofer® FLUID TEST DATA SHEET NUMBER 1
TENSILE STRENGTH & FLEXURAL STRENGTH OF CEMENT MORTAR COMPOSITIONS – EFFECT OF AQUA-MITE FLUID ADMIXTURES
Test method
Mortar compositions based on 3 parts BS 12 sand to 1 part Portland cement were prepared. The following samples were compared in wet and dry tests on tensile and flexural strengths.
Control
no admixture.
Aqua-Mite waterproofer® Fluid as admixture at 40 parts per 100 parts cement by weight vinyl acetate, copolymer as admixture at 40 parts per 100 parts cement by weight.
Treatment of the test pieces prior to testing were as follows :-
Dry testing
1 day drying + 6 days immersion in water + 21 days drying.
Wet testing
1 day drying + 6 days immersion in water + 14 days drying + 7 days immersion in water.
RESULTS
TEST METHOD | UNMODIFIED MORTAR (CONTROL) | MORTAR MODIFIED WITH AQUA-MITE FLUID | MORTAR MODIFIED WITH VINYL ACETATE COPOLYMER |
Test conditions | KPa | kPa | kPa |
dry tensile strength wet | 3050 1800 | 4350 7950 | 3300 175 |
dry flexural strength wet | 7100 5800 | 10600 9600 | 11300 1050 |
Summary of results
Aqua-Mite waterproofer® Fluid gives marked improvement in both tensile and flexural strengths in comparison with the control.
This Fluid has special advantages under wet conditions. In this respect, it is much better than the vinyl acetate copolymer.
AQUA-MITE FLUID waterproofer® TEST DATA SHEET NUMBER 2
ADHESION TO CONCRETE & ADHESION TO STEEL OF CEMENT MORTAR COMPOSITIONS – EFFECT OF AQUA-MITE waterproofer® FLUID ON ADMIXTURES
Test method
Mortar compositions based on 3 parts BS 12 sand to 1 part Portland cement were prepared. The following samples were compared in wet and dry tests to adhesion to concrete and to steel :
Control – no admixture.
Aqua-Mite waterproofer® Fluid – as admixture at 40 parts per 100 parts cement by weight.
vinyl acetate copolymer – as admixture at 40 parts per 100 parts cement by weight.
The tests were carried out on “air-cured” samples because wet-curing can lead to unreliable results in tests of this nature. Treatment prior to testing was as follows :
Dry testing
28 days air-drying
Wet testing
21 days air-drying + 7 days immersion in water.
TEST METHOD | UNMODIFIED MORTAR (CONTROL) | MORTAR MODIFIED WITH AQUA-MITE FLUID | MORTAR MODIFIED WITH VINYL ACETATE COPOLYMER |
Test conditions | KPa | kPa | kPa |
Adhesion dry to concrete wet | 70 310 | 3450 1380 | 2140 480 |
Adhesion dry to steel wet | 0 0 | 1590 1310 | 1170 0 |
Summary of results
Aqua-Mite waterproofer® Fluid gives excellent adhesion to concrete and to steel under both dry and wet conditions. It offers particular advantages over the vinyl acetate copolymer under wet conditions.
AQUA-MITE FLUID waterproofer® TEST DATA SHEET NUMBER 3
ADHESION TO CONCRETE – EFFECT OF ADDING VARIOUS LEVELS OF AQUA-MITE FLUID TO CEMENT MORTARS
Test method
Cement mortars, based on 3 parts BS 12 sand to 1 part of Portland cement, were prepared for the test. Mortars, containing various amounts of Aqua-Mite waterproofer® Fluid were compared with control samples without admixture.
After thoroughly drying the test pieces, adhesion to concrete was determined:
dry samples.
wet samples, after 7 days immersion in water.
wet samples, after 3 months immersion in water.
Results are shown in the graphs
kPa | KPa |
3500 | 3500 |
2800 | 2800 |
3 months immersion | |
2100 28 days | 2100 |
1400 | 1400 |
7 days immersion | |
700 | 700 |
0 10 20 30 40 50 60 | 0 10 20 30 40 50 60 |
Level of AQUA-MITE waterproofer® FLUID (% on cement weight).
Waterproofer for dams and ponds
AQUA-MITE FLUID TEST DATA SHEET NUMBER 4
SHRINKAGE OF CEMENT MORTARS DURING THE DRYING PROCESS – EFFECT OF AQUA-MITE FLUID ADMIXTURES
Test method
To test for shrinkage on setting, a mild steel mould 25 cm long x 2,5 cm wide x 2,5 cm deep was used, and the inner surfaces of the mould were lightly smeared with petroleum jelly before filling with mortar.
The mortars under test were tamped down, levelled and left to dry for 28 days at room temperature. Longitudinal shrinkage of the mortars was measured at the end of this period using a travelling microscope.
All mortars testes were based on 3 parts BS 12 sand and 1 part Portland cement. Control samples without admixture were compared with mortars containing various levels of Aqua-Mite waterproofer® Fluid.
Results
CONTROL | AMOUNT OF AQUA-MITE FLUID ADDED (PARTS PER 100 PARTS OF CEMENT) |
WATER / CEMENT RATIO |
SHRINKAGE (%) |
NONE | 0.40 | 0.07 | |
AQUA-MITE FLUID
Aqua-Mite Fluid | 20 30 40 | 0.34 0.34 0.30 | 0.02 0.01 0.01 |
Summary of results
In formulating Aqua-Mite waterproofer® Fluid for admixture to cement, one of the properties, which have been optimized, is resistance to shrinkage during setting of the modified cement.
The above test results show that Aqua-Mite waterproofer® Fluid gives a great improvement in resistance to shrinkage – this is in accordance with qualitative observations on large areas.
AQUA-MITE waterproofer® FLUID TEST DATA SHEET NUMBER 5
EFFECT OF HEAT AGEING UPON PHYSICAL PROPERTIES OF CEMENT MORTARS
Introduction
Heat ageing tests are employed to obtain data, which have a bearing on long-term performance. A general guide used in the rubber industry is that one week at 70ºC approximates to 5 years of normal service life.
Test method
Cement mortars were prepared based on 3 parts BS 12 sand and 1 part of Portland cement.
Control – no admixture.
Aqua-Mite waterproofer® Fluid – as admixture at 40 parts per 100 parts cement by weight.
all acrylic – as admixture at 40 parts per 100 parts cement by weight.
Flexural strength was evaluated on “wet-cured” test pieces which had been treated as follows :-
1 day drying + 6 days immersion in water + 21 days drying, prior to ageing.
Adhesion to concrete was measured on “dry-cured” samples because wet curing can lead to unreliable results in this test. The test samples were simply dried for 28 days before ageing and testing.
RESULTS
Heat ageing at 70ºC
FLEXURAL STRENGTH (kPa) | ||||
INITIAL | 1 MONTH | 3 MONTHS | 12 MONTHS | |
CONTROL | 7100 | 4800 | 5500 | 5200 |
Aqua-Mite Fl. | 10600 | 15700 | 14800 | 14400 |
All acrylic | 11900 | 43000 | 18500 | 10100 |
ADHESION TO CONCRETE (kPa) | ||||
INITIAL | 1 MONTH | 3 MONTHS | 12 MONTHS | |
CONTROL | 70 | nil | Nil | nil |
Aqua-Mite Fl. | 3450 | 2690 | 1790 | 2550 |
All acrylic | 2920 | 2830 | 2480 | 2280 |
Summary of results
The tests show that Aqua-Mite waterproofer® Fluid retains its effectiveness in cement mortar compositions over long periods of heat ageing, showing marked improvements over unmodified samples. It compares favorably with the all-acrylic polymer.
Aqua-Mite waterproofer® Fluid is therefore expected to remain effective throughout the normal service life of cement compositions treated with it.
Waterproofer for dams and ponds
AQUA-MITE FLUID TEST DATA SHEET NUMBER 6
RESISTANCE TO WATER PENETRATION OF CEMENT COMPOSITIONS CONTAINING AQUA-MITE FLUID
Scope
Two distinct water-resistant treatments using Aqua-Mite Fluid were evaluated viz :-
An Aqua-Mite waterproofer® Fluid/cement slurry sealing coat system sandwiched between two layers of conventional cement mortar.
Cement mortar, based on 3 parts of sharp sand to 1 part of Portland cement, using various levels of Aqua-Mitewaterproofer® Fluid as admixture.
Test method and Preparation of samples
Annular, mild steel bands (85mm internal diameter and 15mm depth) were used as moulds for the mortar test samples. Methods of preparation of the two sets of samples are described below :
Aqua-Mite waterproofer® Fluid/cement sealing coats as a water-resistant treatment.
Moulds were filled to half depth with a conventional cement mortar (3 parts of sharp sand to 1 part of Portland cement) and left to dry for 3 days at 20ºC.
After 3 days, a sealing coat consisting of 2 parts of Portland cement slurried with 1 part of Aqua-Mite waterproofer® Fluid was brushed on to the upper surface of the dry mortar, ensuring that all brush stroked were made in the same direction. within 1 hour, a second sealing coat was applied with brush strokes at right angles across the strokes of the first coat.
What next
The coated test pieces were allowed to dry for various periods of time : 24, 48 and 72 hours.
A third coat of fresh slurry was then applied as an adhesive tack coat. Whilst the third coat was still wet and tacky, a conventional mortar (3 parts of sharp sand to 1 part of (Portland cement) was placed on the tack coat, filling the remaining half of the mould. The “sandwich” test pieces thus obtained were allowed to dry for 7 days at 20ºC prior to testing.
Aqua-Mite waterproofer® Fluid as a water-resistant admixture in the mortar.
Cement mortars, based on 3 parts of sharp sand to 1 part of Portland cement, containing respectively 0, 20, 30 and 40 parts of Aqua-Mite waterproofer® Fluid per 100 parts of cement were prepared.
Annular moulds, as described above, were completely filled with each composition.
The mortars were allowed to dry for 7 days at 20ºC prior to testing.
Testing
Each mortar disc, retained in it’s mild steel band, was clamped into a test apparatus designed to apply water pressure, equivalent to a 30 metre head of water, to one face of the disc. The other face (ie the underside) of the disc was open to the atmosphere.
Throughout the test, a constant water pressure was maintained, and the water pressure gauge monitored for any reduction in pressure. Pressure drop, which in this test indicated sample failure, was corrected where necessary. Any water which did pass through was collected in a measuring cylinder and the volume recorded.
Testing was continued until either a measurable volume of water passed through the sample, or where no water penetrated, for a period of 3 weeks. On completion of the test, the underside of each sample which withstood 3 weeks testing was carefully examined to ensure that there was no sign of water penetration.
Details of the test apparatus will be supplied on request.
Results
Results, expressed in ml’s of water passing through the samples, are shown in the following tables :
1 Aqua-Mite waterproofer® Fluid/cement sealing coats as a water-resistant treatment
DRYING TIME OF SEALING COAT |
VOLUME OF WATER PASSING THROUGH SAMPLE (MLS)
| ||
SYSTEM (HRS) | 3 HRS | 3 DAYS | 3 WEEKS |
24 | 5 | 28 | – |
48 | NIL | NIL | NIL |
72 | NIL | NIL | NIL |
Note
The conventional cement mortar compositions used to “sandwich” the Aqua-Mite waterproofer® Fluid/cement sealing coats tested above were based on BS 882 Zone 2 sand.
Another conventional mortar composition, based on BS 12 sand, was also used in these experiments. Here, the sealing coat system was tested after 72 hours drying only. Again, no water penetrated after 3 weeks.
2. Aqua-Mite waterproofer® Fluid as a water-resistant admixture in the mortar
LEVEL OF AQUA-MITE FLUID ADDED (PARTS PER 100 PARTS OF CEMENT BY WEIGHT) |
VOLUME OF WATER PASSING THROUGH SAMPLE (MLS)
| ||
| 3 HRS | 3 DAYS | 3 WEEKS |
0 | 71 | – | – |
20 | 23 | – | – |
30 | |||
40 |
Note
These mortar compositions were prepared using BS 882 zone 2 sand. Another composition, based on BS 12 sand and containing 40 parts of Aqua-Mite Fluid per 100 parts of cement was also tested. No water penetrated after 3 weeks.
Summary of results
The results of these tests show that the following treatments provide effective water resistance for cement mortars :
Two sealing coats plus one tack coat using Aqua-Mite Fluid /cement slurry
Portland cement (2 parts) is slurried with Aqua-Mite waterproofer® Fluid (1 part) and two coats of the slurry are applied at right angles across each other on the surface to be treated.
Following this, at least 48 hours drying is allowed, and then a fresh slurry of cement and Aqua-Mite Fluid is applied at a tack coat for the surfacing mortar.
Mortar modified with Aqua-Mite Fluid.
40 parts of Aqua-Mite waterproofer® Fluid per 100 parts of cement gives a water-resistant mortar (3 parts sand to 1 part of cement) using a suitable sand.
For optimum results, the system of two sealing coats plus one tack coat of Aqua-Mite waterproofer® Fluid/cement slurry (1) may be combined with the Aqua-Mite waterproofer® Fluid modified mortar (2); see alto Technical Bulletin No GEN TB25 page 3.
Because water-resistant treatments are specialized procedures, we advise each customer to consult us for recommendations appropriate to his individual requirements.
Waterproofer for dams and ponds
AQUA-MITE FLUID TEST DATA SHEET NUMBER 7
FREEZE-THAW RESISTANCE OF CEMENT MORTAR BLOCKS – EFFECTS OF AQUA-MITE FLUID
Test method
Test pieces were prepared from mortars based on 3 parts BS 12 sand and 1 part of Portland cement. Aqua-Mite waterproofer® Fluid was used at the level of 40 parts Aqua-Mite Fluid to 100 parts cement ( by weight) and compared with controls without admixture.
All test pieces were dried for 24 hours, immersed in water for 7 days, then dried for 21 days before testing.
The samples were frozen in a 10% aqueous solution of sodium chloride – this was chosen in preference to water to accelerate deterioration. Each freeze-thaw cycle was as follows :
Frozen for 20 hours in a 10% sodium chloride solution at -18ºC.
Thawed and examined.
Test pieces were subjected to a number of freeze-thaw cycles, allowed to dry out, then tested for flexural strength.
Results
The results are compared with figures obtained on samples not subjected to freeze-thaw treatment :-
| LEVEL OF AQUA-MITE FLUID ADDITION |
FLEXURAL STRENGTH (kPa) | ||
(PARTS) PER 100 PARTS CEMENT | BEFORE FREEZE-THAW TREATMENT | AFTER 15 FREEZE-THAW CYCLES | AFTER 60 FREEZE-THAW CYCLES | |
CONTROL NO AQUA-MITE FLUID | NONE |
7100 |
4500 |
– |
AQUA-MITE FLUID | 275 | 10600 | – | 10400 |
Summary of results
The control samples could not be tested for flexural strength after more than 15 freeze-thaw cycles because of severe deterioration.
On the other hand, the Aqua-Mite waterproofer® Fluid modified test pieces showed no visible signs of deterioration after 60 cycles, thereby confirming the efficiency of Aqua-Mite waterproofer® Fluid in combating freeze-thaw damage to concrete.
Waterproofer for dams and ponds
AQUA-MITE FLUID TEST DATA SHEET NUMBER 8
EFFECT OF CHEMICAL RE-AGENTS ON THE FLEXURAL STRENGTH OF CEMENT MORTAR
Test method
Mortar blocks, based on 3 parts of BS 882 Zone 2 sand to 1 part of Portland cement were prepared.
Control
No admixture.
Aqua-Mite waterproofer® Fluid modified mortars.
Incorporating 25 parts of Aqua-Mite waterproofer® Fluid per 100 parts of cement by weight.
Prior to testing all mortar blocks were cured as follows :
1 day drying + 6 days immersion in water + 21 days drying.
Flexural strength was determined
Immediately after curing and after prolonged submersion in various chemical re-agents, followed by rinsing in clean water and drying for 7 days at room temperature.
Results
1. Flexural strength values obtained immediately after curing were as follows :
control mortar 7250 kPa.
Aqua-Mite waterproofer® Fluid modified mortars 13200 kPa.
2. The flexural strength values obtained after prolonged submersion of samples in various chemical reagents are shown in the following table :
FLEXURAL STRENGTH (kPa) | |||||
AFTER 3 MONTHS SUBMERSION | AFTER 6 MONTHS SUBMERSION | ||||
|
| CONTROL MORTAR | AQUA-MITE FLUID MODIFIED | CONTROL MORTAR | AQUA-MITE FLUID MODIFIED |
| REAGENT |
|
|
|
|
SECTION A | 10% POTASSIUM HYDROXIDE SOLUTION |
9000 |
9450 |
6150 |
12350 |
| 10% MAGNESIUM SULPHATE SOLUTION |
8400 |
10300 |
4350 |
13300 |
| 5% LACTIC ACID SOLUTION |
6150 |
9750 |
5950 |
8000 |
| 10% SUCROSE SOLUTION |
7050 |
11500 |
5950 |
9200 |
SECTION B | 5% HYDROCHLORIC ACID SOLUTION |
2400 |
4900 |
0 |
2200 |
| 20% AMMONIUM NITRATE SOLUTION |
5250 |
8300 |
2550 |
4850 |
SECTION C | PETROLEUM SPIRIT |
7400 |
8400 |
7750 |
7500 |
Summary of results
REAGENTS | REMARKS |
SECTION A | |
Potassium hydroxide Magnesium sulphate Lactic acid Sucrose | Definite advantages may be gained by using Aqua-Mite waterproofer® Fluid – modified mortars. Note the high flexural strength figures after 6 months for chemical marked *. |
SECTION B | |
Hydrochloric acid Ammonium nitrate | Aqua-Mite Fluid waterproofer® is of some benefit. Nevertheless, after 6 months, flexural strength is seriously impaired. |
SECTION C | |
Petroleum spirit | Aqua-Mite waterproofer® Fluid modified mortars offer no advantages in the presence of petrol or related fuels/oils |
These results represent only a small, selected cross-section of chemical resistance test data obtained in our laboratories. It is stressed that the results, which were obtained on small mortar blocks prepared and tested under laboratory conditions, are offered only as a guide to performance.
We can supply information regarding the behavior of Aqua-Mite waterproofer® Fluid-modified mortar in the presence of chemicals other than those listed above. And we will be pleased to discuss the requirements of the individual customer.
Waterproofer for dams and ponds
AQUA-MITE FLUID TEST DATA SHEET NUMBER 9
CO-EFFICIENT OF LINEAR EXPANSION OF CEMENT MORTAR BLOCKS – EFFECT OF AQUA-MITE FLUID
Test method
Cement mortars, based on 3 parts of sharp sand to 1 part of Portland cement, were prepared for the test. Control samples were compared with samples containing Aqua-Mite waterproofer® Fluid (added at the level of 30 parts Aqua-Mite Fluid per 100 parts of cement).
Mild steel moulds, 10,7cm long x 5cm deep were constructed for the test and the linear surfaces lightly smeared with petroleum jelly before filling with mortar. Mortars under test were tamped down, levelled and removed from the moulds after 24 hours drying.
The test pieces were then cured by immersion in water for 3 days followed by drying for 24 days before testing in the laboratories of an independent group of testing engineers and consultants.
Co-efficient of linear expansion was determined in the following temperature ranges :-
1. – 20°C to + 20°C
2. + 20°C to + 60°C
Results
Results obtained are shown in the following table :
| CO-EFFICIENT OF LINEAR EXPANSION | ||
WATER / CEMENT RATIO | TEMPERATURE RANGE -20°C TO 20°C | TEMPERATURE RANGE 20° TO 60°C | |
CONTROL SAMPLES | 0.40 | 12.7 X 10 –6 | 12.8 X 10 -6 |
AQUA-MITE FLUID MODIFIED SAMPLES |
0.30 |
12.8 X 10 –6 |
12.9 X 10 -6 |
Summary of results
The use of Aqua-Mite waterproofer® Fluid as a Aqua-Mite waterproofer® Fluid admixture has no effect on the co-efficient of linear expansion of this typical cement mortar composition.
Waterproofer for dams and ponds
AQUA-MITE FLUID TEST DATA SHEET NUMBER 10
EFFECT OF TEMPERATURE ON THE WORKABILITY TIME OF CEMENT MORTARS CONTAINING AQUA-MITE waterproofer® FLUID
Test method
Mortar compositions based on 3 parts of BS 882 Zone 2 sand to 1 part of cement were prepared for the test. Aqua-Mite waterproofer® Fluid was included as admixture at the level of 40 parts Aqua-Mite waterproofer® Fluid per 100 parts cement by weight, and the water/cement ratio adjusted to 0.31-. Mortars were prepared using two different types of cement.
Ordinary Portland cement.
rapid hardening cement.
The workability time of each type of cement mortar was assessed at various ambient temperatures within the range 1 to 32°C.
Results are shown in the graph overleaf.
Summary of results
Aqua-Mite waterproofer® Fluid-modified cement mortars were found to have practicable workability times at temperatures ranging from about 30°C down to 20°C. Ordinary Portland cement gave satisfactory results at temperatures down to 7°C, whereas rapid hardening cement was more suitable for the low temperature range, ie 2 – 7°C.
The British Standard Code of Practice CP114: Part 2 : 1969 recommends that concreting should not be carried out unless “the concrete has a temperature of at least 4°C and that the temperature of the concrete is maintained above 2°C until it has thoroughly hardened”.
Our opinion
Similarly we do not recommend the application of Aqua-Mite waterproofer® Fluid-modified mortars and concretes unless the above recommendations can be met. When applying the modified mortar or concrete at temperatures between 2 and 10°C, a rapid hardening cement should be used.
Waterproofer for dams and ponds
AQUA-MITE FLUID TEST DATA SHEET NUMBER 11
AQUA-MITE FLUID CEMENT ADMIXTURE IN MODIFIED CONCRETES WHERE RESISTANCE TO SALT (SODIUM CHLORIDE) SOLUTIONS IS REQUIRED
Test results
| WATER/ CEMENT | CHLORIDE CONTENT 1/16” TO 1/2” DEPTH | CHLORIDE CONTENT 1/2” TO 1” DEPTH | ||
| RATIO | AVERAGE | RANGE | AVERAGE | RANGE |
AQUA-MITE FLUID MIX | 0,4 | 5,9 | 2,92 – 9,44 | 0,59 | 0,07 – 1,58 |
CONTROL | 0,4 | 12,4 | 10,8 – 15,7 | 2,25 | 1,43 – 3,27 |
CONTROL | 0,5 | 13,7 | 12,2 – 15,8 | 3,85 | 2,80 – 4,44 |
Test details
Four test samples 12 x 12 x 1¼“ of each mix were prepared by normal techniques, using reasonable vibration by rodding and mould wall tapping. These samples were covered with dry burlap (hessian-like material) and polythene sheet for 24 hours. Samples were then de-moulded and cured for a further 19 days at 70+ 2°F at 50 ± 5% relative humidity.
The top surface of the cured samples was dry abraded by grinding or sandblasting to reduce the height by 1/16 – 3/16”. Dams, 3/4” high by 1/2” wide were placed around the top edges of three of each set of four samples. Then the three samples were covered with 1/2” of 3% aqueous sodium chloride solution. During ‘ponding’ the samples were kept at 70 ± 2°F and 50 ± relative humidity.
After 90 days
At the end of 90 days, the solution was removed. After drying the surfaces of the samples were wire brushed until all salt build-up had been removed.
Three samples of concrete were taken from each specimen (including the ‘un-ponded’ ones) by dry coring (1½“ minimum diameter) and the cores cut to obtain specimens.
1. 1/16” – ½“ depth from the surface and
2. ½“ – 1” depth from the surface.
These sections were crushed and analyzed for chloride content. The average value obtained from the ‘un-ponded’ samples was subtracted from the average value obtained from the ‘ponded’ samples, and the result expresses as pounds of chloride (CI) per cubic yard of concrete.
(Although not yet officially specified), a maximum acceptable value of chloride in the ½“ to 1” depth is less than 1.2 lb of chloride per cubic yard. Usual values in the 1/16” to ½“ depth sections are 5 to 9 lbs of chloride per cubic yard).
Mix design
The mix design used in the tests was as follows :
In lbs
Portland cement – type 1 94.
Concrete sand 275.
Coarse aggregate, 8 180.
Aqua-Mite waterproofer® Fluid 29,4.
Water : added as required to give water/cement ratio of 0,40 with a slump of 4-6” and air content of less than 6%.
Control mixes (no Aqua-Mite Fluid ) were made with water/cement ratios of 0.40 and 0.50.
Concrete sand gradation was :
100% smaller than 12,5 mm.
85 – 100% “ 9,5 mm.
10 – 30% “ 4,75 mm.
0 – 10% “ 2,36 mm.
Coarse aggregate (8) gradation was :
100% smaller than 9,5 mm.
95 – 100% “ 4,75 mm.
80 – 100% “ 2,36 mm.
50 – 85% “ 1,18 mm.
25 – 60% “ 0,06 mm.
10 – 30% “ 0,03 mm.
2 – 10% “ 0,015 mm.
Conclusion
Aqua-Mite waterproofer® Fluid gave very good results in these tests showing a great improvement compared with the controls and has been approved by the US Federal Highway Administration for use in Highway Systems, particularly in bridge decking.
It may also be recommended for use in other concretes and mortars where protection from salt erosion or damage is required.
Waterproofer for dams and ponds
MATERIAL SAFETY DATA SHEET according EC-Directive 91/155/EEC
(EUROPEAN UNION)
1. IDENTIFICATION OF THE PRODUCT & COMPANY
PRODUCT NAME Aqua-Mite waterproofer® (Fluid)
COMPANY Cosmo-Dec Everlasting Coatings
SALES Cosmo-Dec Tel 081 595 9604 Fax 086 680 7986
EMERGENCY INFO
HAZCHEM CODE : 2Z – NON HAZARDOUS
2. COMPOSITION / INFORMATION ON INGREDIENTS
Characterization
A styrene co-polymer Aqua-Mite Fluid.
3. HAZARDS IDENTIFICATION
The product is not classified as dangerous according to EC Directive 88/379/EEC and subsequent adaptations (CHIP 2 regulations in the UK).
4. FIRST AID MEASURES
Inhalation of vapor
May cause dizziness or headache. Remove to fresh air
Skin contact
Skin irritation may be caused by direct and prolonged contact.
Wash with water and soap carefully.
Remove soiled clothing.
Eye contact
May cause temporary irritation. Wash out with plenty of water.
If irritation persists, seek medical attention.
Information in this MSDS is given without condition, warranty, representation or inducement of any kind save that it is accurate to the best of our knowledge and belief, or obtained from sources which to the best of our knowledge and belief are accurate.
The user must make all necessary health and safety checks relating to the use of the products. Freedom from patent or similar rights must not be assumed.
Material Safety Data Sheet
Swallowing
Seek immediate medical attention
5. FIRE FIGHTING MEASURES
The product is an aqueous dispersion and is not combustible.
6. ACCIDENTAL RELEASE MEASURES
Personal protection
Refer to section 8.
Environmental protection measures.
Prevent the product from entering soil, natural waters and drains.
Procedures for cleaning/absorption.
Large spillages should be contained and pumped into a receiving vessel.
Small spillages should be absorbed on inert absorbent (sand, sawdust diatomite).
For disposal methods refer to section 13.
7. HANDLING & STORAGE
Handling
No special precautions needed with normal housekeeping.
Storage
Protect from frost and direct sunlight.
Store between +5 and +35ºC.
Do not use storage vessels or pipework made of aluminum, copper or alloys.
Bulk tanks should be regularly cleaned and sterilized at least annually to prevent accumulation of micro-organisms.
Observe safe tank entry procedures.
Detailed advice on storage systems can be provided.
8. EXPOSURE CONTROLS / PERSONAL PROTECTION
Advice for technical equipment
Provide good general ventilation in the workplace.
Where the product is dried or sprayed, local extraction is recommended.
Exposure controls
The product contains low levels of volatile organic compounds which may evaporate during application and drying.
Also a small quantity of ammonia has to be considered.
Personal protective equipment
Respiratory protection
In poor ventilation, e.g. inside storage tanks or when spraying without proper extraction, wear a suitable
respirator.
Hand protection
For frequent contact, wear impermeable gloves.
Eye protection
Goggles, face visor or safety glasses advised.
Skin protection
If there is a risk of severe splashing, wear waterproof overalls.
9. PHYSICAL & CHEMICAL PROPERTIES
ppearance | milky white liquid |
Odour | characteristic |
pH | 11 |
Boiling point | approximately 100ºC (water) |
Melting point | approximately 0ºC (water) |
Flash point | not applicable |
Flammability | |
Auto-flammability | |
Explosion hazard | |
Oxidising properties | |
Vapour pressure | approximately 23 hPa (water) at 20ºC |
Relative density | approximately 1,0 |
Solubility in water | insoluble but miscible in all proportions |
Partition co-efficient n-Octanol/water | not applicable |
Viscosity – Brookfield 2/60 – 20°C | 100 cps |
10. STABILITY AND RE-ACTIVITY
The product is stable under recommended storage conditions. (Section 7)
11. TOXICOLOGICAL INFORMATION
Long term experience of this product type indicates no danger to health when properly handled under industrial conditions.
12. ECOLOGICAL INFORMATION
The product is not classified as dangerous to the environment according to EC directive 93/21/EEC.
Behavior in ecological compartment
Not applicable.
Additional advice
Long term experience with the dispersion when used as agreed, indicates no ecological damage.
13. DISPOSAL CONSIDERATIONS
The product and waste water containing product should not be discharged directly into drains and waterways without treatment. Polymer content may be separated in a suitable coagulation and purification plant. Details available on request.
Disposal of the product, solid waste and packaging should always comply with local, national or EU regulations and be undertaken by an authorized contractor.
German waste code number: Plastic dispersion : 57303
14. TRANSPORT INFORMATION
The product is not classified as hazardous according to International Transport Regulations.
15. REGULATORY INFORMATION
The product is not classified as Dangerous according to EC Directive 88/379/EEC (including subsequent amendments) and requires no special labelling.
In Germany the product is classified in Wassergefähardungsklasse (WGK) 1 (self-rating).
All substances used in manufacture are listed in EINECS or ELINCS.
16. OTHER INFORMATION
This Material Safety Data Sheet conforms to EC-Directive 91/155 EEC and 93/112 EC.
The information given here is to the best of our knowledge true and accurate and is provided solely for making safety assessments.
It is not a sales specification.
Other relevant laws and regulations should be observed by the product user.
For further information contact addresses according to Section 1. Advanced waterproofing
APPENDIX 1
PRACTICAL EXAMPLE OF FORMULATIONS USING DIFFERENT SANDS
(see 2 for grading analysis)
a. Using Witbank plastering sand
CEMENT |
SAND |
DRY AQUA-MITE FLUID |
TOTAL WATER | CONSISTENCY USING FLOWTABLE ASTM C2 30 (MM) |
1 | 3 | 0,085 | 0,48 | 162 |
1 | 4 | 0,085 | 0,65 | 171 |
1 | 6 | 0,085 | 0,87 | 163 |
1 | 3 | 0,190 | 0,41 | 168 |
1 | 4 | 0,190 | 0,49 | 161 |
1 | 6 | 0,190 | 0,73 | 162 |
b. Using Prosand
CEMENT |
SAND |
DRY AQUA-MITE FLUID |
TOTAL WATER | CONSISTENCY USING FLOWTABLE ASTM C2 30 (MM) |
1 | 3 | 0,085 | 0,35 | 162 |
1 | 4 | 0,085 | 0,39 | 163 |
1 | 6 | 0,085 | 0,62 | 168 |
1 | 3 | 0,190 | 0,30 | 182 |
1 | 4 | 0,190 | 0,31 | 163 |
1 | 6 | 0,190 | 0,41 |
c. Using a blend of Prosand 60% with TMS pit 40%
CEMENT |
SAND |
DRY AQUA-MITE FLUID |
TOTAL WATER | CONSISTENCY USING FLOWTABLE ASTM C2 30 (MM) |
1 | 3 | 0,085 | 0,44 | 193 |
1 | 4 | 0,085 | 0,52 | 182 |
1 | 6 | 0,085 | 0,62 | 188 |
1 | 3 | 0,190 | 0,36 | 195 |
1 | 4 | 0,190 | 0,41 | 171 |
1 | 6 | 0,190 | 0,62 | 184 |
Summary of results
The control samples had adhesion values between 0 and 350 kp depending upon test conditions. Incorporation of Aqua-Mite waterproofer® Fluid markedly improved adhesion to concrete, even at low levels of addition; the advantage of using this Aqua-Mite waterproofer® Fluid under both dry and wet conditions are clearly illustrated.
These results give definite indication of the benefit of using Aqua-Mite Fluid as an admixture to cement for flooring screeds, wall renderings and adhesive layers.
Waterproofer for dams and ponds
APPENDIX 2
SAMPLE DESCRIPTION | PROSAND | TMS PIT | PLASTERING SAND |
Relative density | 2,66 | 2,60 | 2,65 |
Bulk density : loose (air dry) kg/m3 consolidated (air dry) kg/m3 | 1570
1710 | 1360
1570 | 1240
1470 |
SCREEN ANALYSIS | per cent passing (by mass) | ||
SABS screens | |||
4 750 um | 100 | 100 |
|
2 360 “ | 99 | 99 |
|
1 180 “ | 91 | 95 | 100 |
600 “ | 59 | 83 | 98 |
300 “ | 21 | 58 | 68 |
150 “ | 1 | 22 | 21 |
75 “ | 0,1 | 8,5 | 4,5 |
AVERAGE PARTICLE SIZE FM | 2,30 | 1,43 | 1,14 |
Test data sheet no 1.
Tensile strength and flexural strength of cement mortar compositions – effect of Aqua-Mite waterproofer® Fluid admixtures.
Test data sheet no 2.
Adhesion to concrete and adhesion to steel of cement mortar compositions – effect of Aqua-Mite waterproofer® Fluid admixtures.
Test data sheet no 3.
Adhesion to concrete – the effect of adding various levels of Aqua-Mite waterproofer® Fluid to cement mortars.
Test data sheet no 4.
nk of cement mortars during the drying process – effect of Aqua-Mite waterproofer® Fluid admixtures.
Test data sheet no 5.
Effect of heat ageing upon physical properties of cement mortars.
Test data sheet no 6.
Resistance to water penetration of cement mortars containing Aqua-Mite waterproofer® Fluid.
Test data sheet no 7.
Freeze-thaw resistance of cement mortar blocks – effect of Aqua-Mite waterproofer® Fluid.
Test data sheet no 8.
Effect of chemical re-agents on the flexural strength of cement mortars.
Test data sheet no 9.
Co-efficient of linear expansion of cement mortar blocks – effect of Aqua-Mite waterproofer® Fluid.
Test data sheet no 10.
Effect of temperature on the workability time of cement mortars containing Aqua-Mite waterproofer® Fluid.
Test data sheet no 11.
Aqua-Mite waterproofer® Fluid cement admixture in modified concretes where resistance to salt (sodium chloride) solutions is required.