SikaGrout®-428 FS CA
FAST-SETTING AND HIGH-STRENGTH, CEMENTITIOUS PRECISION GROUT
SikaGrout®-428 FS CA is a cementitious, non-shrink and chloride-free precision grout powered by ViscoCrete® technology. The grout is designed to achieve high early, and exceptional ultimate strengths. As a precision and structural grout, it can be placed at a minimal temperature of +10 °C (+50 °F) and provides a substantial bearing area.
- Meets ASTM C1107 requirements
- Will not stain or rust.
- Excellent fluidity with sufficient time for placing.
- Achieves compressive strength in just 12 hours at +23 °C (+73 °F).
- Exceeds compressive strength of 30 MPa concrete at 24 hours at +23 °C (+73 °F).
- Provides significant bearing area for transfer of load.
Usage
- For quick turnaround applications, where rate of strength-gain is an important consideration.
- Grouting of foundations for compressors and similar pieces of equipment.
- Non-shrink grouting of machinery and equipment, base plates, sole plates, precast panels, beams, columns and wind turbines.
- Grouting to achieve maximum effective bearing area and optimum transfer of load.
- For grouting rebar, bolts, dowels and pins where cement material is appropriate.
Advantages
- Meets ASTM C1107 requirements
- Will not stain or rust.
- Excellent fluidity with sufficient time for placing.
- Achieves compressive strength in just 12 hours at +23 °C (+73 °F).
- Exceeds compressive strength of 30 MPa concrete at 24 hours at +23 °C (+73 °F).
- Provides significant bearing area for transfer of load.
Packaging
25 kg (55 lb) bag
Colour
Concrete grey
Product Details
Shelf Life
12 months in original, unopened packaging.
Storage Conditions
Store dry at temperatures between +4 and +35 °C (+40 and +95 °F) ensuring that product is not exposed to rain, condensation or high humidity. For best results, condition product between +18 and +24 °C (between +65 and +75 °F)
Volatile organic compound (VOC) content
Consult Sika Canada
Compressive Strength
Compressive Strength at +23 °C (+73 °F)
8 hours | 9 MPa (1305 psi) |
12 hours | 14 MPa (2030 psi) |
16 hours | 21 MPa (3045 psi) |
18 hours | 29 MPa (4205 psi) |
1 day | 40 MPa (5801 psi) |
3 days | 62 MPa (8992 psi) |
7 days | 66 MPa (9572 psi) |
28 days | 80 MPa (11 603 psi) |
Compressive Strength at +10 °C (+50 °F)
24 hours | 12 MPa (1740 psi) |
48 hours | 30 MPa (4351 psi) |
7 days | 36 MPa (5221 psi) |
28 days | 63 MPa (9137 psi) |
Tensile Strength in Flexure
72 hours | 4.2 MPa (609 psi) |
7 days | 5.9 MPa (855 psi) |
28 days | 6.5 MPa (942 psi) |
56 days | 9.1 MPa (1319 psi) |
Pull-Off Strength
7 days | 2.2 MPa (319 psi) - Exceeds concrete substrate |
28 days | 2.4 MPa (348 psi) - Exceeds concrete substrate |
Chemical Resistance
Consult Sika Canada
Freeze thaw resistance
Relative dynamic modulus | 100% (after 310 cycles) |
Durability factor | 103 |
Change in weigth | 10 g (0.14%) |
Freeze Thaw De-Icing Salt Resistance
No scaling observed after 50 cycles (exposure to 4 % calcium chloride solution) | (ASTM C672-92) |
Application
Layer Thickness
Minimum application thickness | Maximum application thickness |
13 mm (1/2 in) | 127 mm (5 in) |
For applications exceeding the prescribed maximum thickness, contact Sika Canada.
Ambient Air Temperature
Minimum +10 °C (+50 °F)
Mixing Ratio
3.0 - 3.2 L (0.79 - 0.84 US gal.)* per bag of 25 kg (55 lb) (flowable consistency)
* Refer to Mixing instructions for consistency adjustments
Substrate Temperature
Minimum +10 °C (+50 °F)
Pot Life
10 minutes (extendable to 25 minutes - see Mixing Section)
Setting Time
Initial Set Time | Final Set Time |
2 to 3 hours | 4 to 5 hours |
Application Time
10 minutes (extendable to 25 minutes - see Mixing Section)
Yield
12 L (0.43 ft3) approx. flowable grout per bag
NOTES ON INSTALLATION
Formwork
Where using formwork to contain the grout, it shall be constructed in a workmanlike manner and to the satisfaction of the engineer. It should be sufficiently high to accommodate a head of grout and provisions shall be made at the high points for air to be vented as it is displaced by grout. Forms should be caulked with a Sikaflex® sealant or sealed with SikaBoom® low expansion foam to prevent leakage and lined or coated with a release agent or bond inhibiting material for ease of removal.
Note: concrete should be roughened and free from all dirt, oil, grease, and other contaminants either before the formwork is placed into position or where possible after, and anchor bolts to be grouted must be de-greased with suitable solvent. Concrete must be sound and roughened to promote mechanical adhesion. Prior to pouring, the concrete surface should be brought to a SSD (saturated surface-dry) condition before grouting.
Set-Up
Ensure all formwork is properly secured, mixing and placing equipment is functioning and clean-up materials are on hand before proceeding to prepare the grout. Also ensure that sufficient manpower, in the form of trained or experienced personnel are available to avoid interruptions in the grouting process. All temporary works and equipment must be clean in order to prevent contamination of the grout or prevent mixing and placing being delayed. Condition product to room temperature. For warmer temperatures, use cold mixing water and for colder temperatures, use warm mixing water taking into consideration the works to be undertaken, the time required for mixing and that for placing before final setting occurs.
SURFACE PREPARATION
All grease, oil laitance, ice, snow, loose friable material, foreign deposits or any bond inhibiting materials shall be removed from all surfaces with which the grout will come into contact. Concrete shall be roughened with appropriate mechanical means to the extent that it does not present a smooth surface, which would impede the bond of the grout. All dust and loose particles shall be removed by sandblasting, high pressure water-blasting or other suitable means.
Concrete less than 28 days old shall be kept wet for at least 12 hours, and older concrete for a minimum of 24 hours before placing grout. All free-standing water shall be removed from concrete surfaces but the concrete kept to an SSD (saturated surface dry condition) at the time of grouting.
All items to be grouted into place, such as anchor bolts, dowels and pins, shall be degreased with a suitable solvent and properly positioned and anchored prior to grouting. Such items being placed into the fresh grout, where job conditions permit and at the discretion of the engineer in charge, must also be degreased accordingly.
MIXING
Add 3 L (0.79 US gal.) of water to a mixing vessel (appropriately sized to the volume of grout required) and progressively pour all the content of the bag (proceed over a period of 1 minute). Mix at medium-speed (400 - 600 rpm) with a heavyduty drill fitted with a Mud Mixer type paddle, or in a grout mixer. After all dry product has been added to the water, continue mixing for at least three (3) minutes until an homogenous consistency is achieved. Do not over mix and ensure to minimize air entrapment during the process.
Note: If required, 200 mL of additional water may be added to the mix once it has reached an homogeneous consistency
The product will start to gel approximately ten (10) minutes after initial mixing. If the product has not been placed within the initial 10 minutes, it may be remixed for 30 seconds to make the product flowable again. This process may be repeated to extend product workability up to a maximum of 25 minutes after completion of the initial mixing.
APPLICATION
Within no more than ten (10) minutes after the beginning of mixing, the prepared grout must be pumped or transported (in buckets or wheelbarrows) and placed in the normal manner. This will assist working time and also further avoid the entrapment of air. Grout having been prepared but not placed within ten (10) minutes shall be discarded (where the conditions and consistency of the grout dictate). Grout mixed in mass will result in faster than expected setting times. Plan jobs accordingly so that the grout can be placed right after mixing.
Where necessary and dependent upon consistency being used, ram or ‘chain’ the grout or externally vibrate the formwork to achieve the required flow and compaction. The grout must be confined, leaving the minimum exposed surface so as to contain the material and avoid uncontrolled expansion. After the grout has achieved final set, formwork can be removed and exposed surfaces trimmed or shaped to the desired profile.
CURING TREATMENT
As per ACI 308 recommendations for cement concrete, curing is required. To achieve performance consistent with Technical Data, curing must be provided by recognized curing methods, such as wet burlap covered with white polyethylene film. Curing must commence immediately after placing and finishing. Protect freshly applied grout from direct sunlight, wind rain and frost.
CLEAN UP
Clean all tools and equipment immediately after use with water. Once hardened, material can only be removed manually or mechanically. Wash soiled hands and skin thoroughly in hot soapy water or use Sika® Hand Cleaner towels.