KING RPL-6

 

 

KING RPL-6 is a pre-blended, pre-packaged, low compressive strength grout, specifically designed for injection into masonry structures affected by movement or any type of section loss. KING RPL-6 can be used in replacement or in addition to an existing mortar or grout used in a masonry structure. KING RPL-6 is composed of Portland cement, hydrated type S lime, sand and other carefully selected components.

• High fluidity
• Low compressive strength
• Can be poured, pumped or injected
• Can be used indoors or outdoors
• Economical
• Pre-blended, ensuring consistency from the first batch to the last


1. FEATURES & BENEFITS

• High fluidity
• Low compressive strength
• Can be poured, pumped or injected
• Can be used indoors or outdoors
• Economical
• Pre-blended, ensuring consistency from the first batch to the last
• All KING products are manufactured using ISO 9001:2015 Certified Processes

2. USES

KING RPL-6 is specifically designed to fill voids in masonry walls and foundations. The low plastic density of KING RPL-6 minimizes the impact of injection on the building envelope. The high fluidity coupled with the small maximum particle size, allows KING RPL-6 to easily infiltrate small openings.

3. PROCEDURES

Mixing: KING RPL-6 should be mixed with a maximum of 8.5 L (2.25 US gallons) of potable water per 30 KG (66 lb) bag. In a clean container, pour 7.5 L (2.0 US gallons) of water, then add the contents of the bag, while mixing with a drill equipped with a “Jiffler” type mixing tip (see: www.jifflermixer.com). It is important to mix the entire contents of the bag. If necessary, add the remaining water until the mixture is fluid enough for injection.

Placing: Make sure that all masonry joints are tight. Install injection tubes horizontally and vertically every 300 mm (1 ft). Start injecting from the bottom. Once the grout starts to flow out of the above port, switch to that port and plug the bottom port. The grout should be agitated regularly. Note: KING RPL-6 contains sand. The injection tube diameter must be considered prior to pumping.

4. TECHNICAL DATA

The following data is representative of typical values achievable under laboratory conditions. Results in the field may vary.

COMPRESSIVE STRENGTH (MINIMUM)
ASTM C 109

7 Day 3.5 MPa (425 psi)
28 Day 5.0 MPa (725 psi)

 

BLEEDING & SEGREGATION
ASTM C 940
2%

FLOW
ASTM C 939
10-30 seconds

YIELD
0.019 m³ (0.67 ft³)

5. OPTIMUM PERFORMANCE

• KING RPL-6 should not be used as a bedding mortar for masonry units. For applications requiring bedding of masonry units, please refer to KING masonry mortars
• The substrate and the grout temperature should be between 5 °C (40 °F) and 38 °C (100 °F) and maintained in this range for 72 hours after the grout application
• Never use on-site admixtures to modify setting time, workability, or any other properties of plastic or hardened grout
• Only use the recommended amount of water to obtain the plastic or hardened properties of the grout

6. YIELD

30 KG (66 lb) bag contains approximately 0.019 m3 (0.67 ft3) of grout.

7. PACKAGING

KING RPL-6 is normally packaged in 30 KG (66 lb) triple-lined bags or non-returnable bulk bags, and polywrapped on wooden pallets. All KING products can be custom packaged to suit specific job requirements.

8. STORAGE & SHELF LIFE

Material should be stored in a dry, covered area, protected from the elements. Unopened bags have a shelf life of 12 months.

9. SAFETY PROCEDURES

This product contains cement. Normal safety-wear such as rubber gloves, dust mask and safety glasses used to handle conventional cement based products should be worn. Safety Data Sheets are available upon request.

Warranty

This product is designed to meet the performance specifications outlined in this product data heet. If the product is used in conditions for which it was not intended, or applied in a manner contrary to the written recommendations contained in the product data sheet, the product may not reach such performance specifications. The foregoing is in lieu of any other warranties, representations or conditions, expressed or implied, including, but not limited to, implied warranties or conditions of merchantable quality or fitness for particular purposes, and those arising by statute or otherwise in law or from a course of dealing or usage of trade.

 

 

KING RPL-6 is a pre-blended, pre-packaged, low compressive strength grout, specifically designed for injection into masonry structures affected by movement or any type of section loss. KING RPL-6 can be used in replacement or in addition to an existing mortar or grout used in a masonry structure. KING RPL-6 is composed of Portland cement, hydrated type S lime, sand and other carefully selected components.

• High fluidity
• Low compressive strength
• Can be poured, pumped or injected
• Can be used indoors or outdoors
• Economical
• Pre-blended, ensuring consistency from the first batch to the last


SECTION 1: GENERAL

1.1 REFERENCES

CSA Standards
.1 CSA A-179 Mortar and grout for unit masonry
.2 CSA A-371 Masonry for buildings

ASTM Standards
.1 C 207 Standard Specification for Hydrated Lime for Masonry Purposes
.2 C 270 Standard Specification for Mortar for Unit Masonry
.3 C 1713 Standard Specification for Mortar for the Repair of Historic Masonry

Documents from the Institut de la Maçonnerie du Québec (IMQ)
.1 Masonry work for buildings
.2 Technical bulletins No. 7-8R

Institute for Research in Construction (CNRC-NRC)
.1 Construction Technology Update No. 68

1.2 DOCUMENTS/SAMPLES/INFORMATION TO SUBMIT FOR APPROVAL

.1 Submit the required Technical Data Sheets and the samples conforming to section 01 33 00 – documents and samples to submit.

.2 Submit 3 samples of each mortar selected by the architect. The samples must be presented in the U-shaped plastic extrusions measuring 10 mm X 10 mm X 100 mm in length. The samples must be correctly identified.

.3 Submit the Technical Data Sheet of each mortar or grout used. The Technical Data Sheet must include the product’s characteristics, performance criteria and limits.

.4 Submit two copies of the Safety Data Sheet of each mortar or grout used.

.5 No requests for equivalency will be accepted after the bid closing date.

1.3 PRE-EXISTING CONDITIONS

.1 Identify the structural weaknesses that might cause problems and report them before commencing work.

.2 Examine the joint profiles and the methods to reproduce them before repointing.

.3 Examine the vertical and horizontal joints in order to determine which were done first and if they all have the same profile; also keep in mind the other execution details that define the authenticity of the original work.

1.4 WORKABILITY AND STORAGE

.1 The mortar and grout bags must be stored on wooden pallets and protected against inclement weather.

1.5 WALL MOCK-UP

.1 Build a wall mock-up with a minimum height and length of 1000 mm X 1000 mm.

.2 Build a wall mock-up for each mortar and grout specified.

.3 The wall mock-up should display what the final colour and texture of the joint will look like.

.4 The wall mock-up must form an integral part of the works.

.5 Do not start work until the wall mock-up have been approved by the architect.

1.6 PLACEMENT CONDITIONS

When the temperature during the day ranges from:

0°C to  4°C:
The sand or mixing water must be heated to a temperature between 20°C and 70°C.

0°C to -4°C:
The sand and the mixing water must be heated to a temperature between 20 and 70 °C.

-4°C to -7°C:
1) The sand and mixing water must be heated to a temperature between 20°C and 70 °C.
2) Both sides of the walls under construction must be heated.
3) Windbreakers must be used when wind speed exceeds 25 km/h.

-7°C and lower:
1) The sand and the mixing water must be heated to a temperature between 20°C and 70°C.
2) Enclosures and supplementary heating must be planned for in order to maintain air temperature above 0 °C.
3) The temperature of the masonry unit at the time of placement cannot be less than 7°C.

Hot Weather Placement:
.1 Cover the opening with a waterproof tarpaulin to prevent it from drying too quickly.

Mortar shall never be directly exposed to the sun or to high wind for a long period.

1.7 PROTECTIVE MEASURES

.1 Unfinished masonry works must be wrapped with waterproof tarpaulins that do not stain. The tarpaulins must cover the walls and extend them by 600 mm on each side to protect the works against gusts of rain caused by wind.

.2 Finished masonry works must be protected from mortar spatter by covering them with non-staining tarpaulins or polyethylene.

.3 Protect the windows, frames, doors and sills from spatter or other damaging elements.

SECTION 2: PRODUCTS

2.1 MATERIALS

.1 Mortar and grout materials must be provided by the same supplier.

.2 All mortar and grout must be manufactured in a plant where processes are certified               ISO 9001:2008.

.3 Portland Type GU Cement, conforming to standard CSA A 3000.

.4 Hydraulic lime Type S, conforming to standard ASTM C 207 (2011).

.5 Mortar should contain an air admixture agent.

.6 Sand: Fine-grain sand granulometry conforming to Table 1 of standard CSA A 179.

.7 Water: Only use clean potable water free of harmful substances such as oils, acids, salts and organic matter

.8 Pigments: Use iron oxide pigments.  The percentage of pigments should not exceed 10% of the binder density.

.9 It is strictly prohibited to use any type of additive to alter the setting time, workability or any other property of the plastic or cured mortar.

2.2 TYPES OF MORTAR

.1 All mortars described hereafter are low-compressive strength mortars and are manufactured by the company “KING PACKAGED MATERIALS COMPANY”.

.2 Each type of mortar must be factory pre-blended with the raw materials, and then mixed with water at the construction site according to the manufacturer’s instructions.

.3 For structures built before 1925:

Repointing: Use a hydraulic-lime-based mortar such as KING HLM-350 or a Pozzolanic-lime-based mortar such as the KING PHL-350.
Replacing masonry unit: Use a hydraulic-lime-based mortar such as the KING HLM-500 or a Pozzolanic-lime-based mortar such as the KING PHL-500.

.4 For structures built after 1925:

Repointing:  Use a Type O Mortar such as KING MasonCare 300, or a hydraulic-lime-based       mortar such as KING HLM-350, or a Pozzolanic-lime-based such as the KING PHL-350.   Replacing masonry Unit: Use a hydraulic-lime-based mortar such as the KING HLM-500 or a Pozzolanic-lime-based mortar such as the KING PHL-500.

.5 To repoint foundation walls, parapets and chimneys, use a hydraulic-lime-based mortar such as KING HLM-500, or a Pozzolanic-lime-based mortar such as the KING PHL-500 or a natural cement-based mortar such as the KING RosenMix 500.

.6 When the setting time has to be fast or when higher compressive strengths are necessary, use a Natural Cement-based mortar:

Repointing: Use KING RosenMix 350
Replacing masonry unit: Use KING RosenMix 500

2.3 TYPES OF GROUT

NOTE: All grouts mentioned hereafter are for filling voids that appear over time. In case of doubt, it is essential to consult a structural engineer.

.1 All grouts mentioned hereafter are low-compressive-strength grouts and are manufactured by the company “KING PACKAGED MATERIALS COMPANY”.

.2 It is strictly prohibited to use mortar as grout.

.3 Each type of grout must be factory pre-blended with the raw materials, and then mixed with water at the construction site according to the manufacturer’s instructions.

.4 For structures built before 1925, use a hydraulic-lime-based grout such as KING HL-5.

.5 For structures built between 1925 and 1975, use a Portland-cement-based grout with a low compressive strength such as KING HL-5 or KING LS.

.6 For structures built after 1975, use a Portland-cement-based grout with a low compressive strength such as KING LS or KING E-15.

SECTION 3: EXECUTION

3.1 PREPARATORY WORK

The cutting depth of the joints to be redone must be around 25 mm (from 2 to 2½ times the thickness of a 10 mm joint), or until you reach the mortar that is sound looking. During the work described hereafter, the contractor-mason must be very diligent to prevent any damage to the stone, the biscuit or the edge of the brick.

Verify the state of the joints and remove deteriorated mortar using one of the following methods:

.1 Using a cold chisel, either by hand or attached to a compressed air cannon, apply a light pressure so as not to damage the masonry unit.

.2 Using a radial saw (with a 100 mm diameter diamond blade) for the horizontal joints. However, this can only be done by experienced workers who are recognized for their ability to do this kind of work. If this is the case, then only drill at the centre of the joint and finish the job using a chisel.

.3 Remove the waterproofing product around the edge of the openings (doors, windows, etc.) in order to be able to re-point as much of the surface as possible.

.4 Determine whether or not the voids need to be refilled.

.5 Before repointing, the contractor must inform the architect if he/she finds any voids that are not specified on the plans and are structurally abnormal.

3.2 MIXING THE MORTAR

.1 Mix the mortar using a clean mortar mixer or an electric drill fitted with an appropriate end piece free of dried mortar, traces of rust and other contaminants; do not thaw equipment with salt or other anti-freeze agents.

.2 Conformity: Comply with the requirements, recommendations and specifications indicated on the manufacturer’s Technical Data Sheet.

.3 Mix the repointing mortar until you get a consistency that’s firm enough to form a ball with your hands. If using KING MasonCare 300, let it rest for about 30 minutes before applying.

.4 The total mixing time should not take less than 3 minutes or longer than 5 minutes. Coloured mortar should be mixed between 8-10 minutes.

.5 If using 30-kg bags of coloured or non-coloured mortar, the contractor must not mix less than one bag at a time.

3.3 MIXING THE GROUT

.1 Mix the grout using a clean electric drill free of dried mortar or traces of rust and other contaminants, or using a conventional grout mixer. If using KING HL-5 grout, use a high-shear mixer. Do not thaw equipment with salt or other anti-freeze agents.

.2 Conformity: Comply with the requirements, recommendations and specifications indicated on the manufacturer’s Technical Data Sheet.

.3 If using 30 KG bags of grout, the contract must not mix less than one bag at a time.

3.4 PLACEMENT TIMEFRAME FOR MORTAR AND GROUT

Mortar
.1 If room temperature is equal to or greater than 25°C, mortar must be placed in under 1.5 hours after mixing. If room temperature is less than 25°C, mortar must be placed in under 2.5 hours after mixing.

Grout
.1 Grout must be placed in under 1.5 hours after mixing.

3.5 REMIXING

.1 With the exception of hydraulic-lime-based mortars, remixing is done to ensure the necessary workability of the mortar.

3.6 REPOINTING

.1 Use potable water to wash off all dust and residue from the exposed joints, but leave a bit of moisture in the existing joints to prevent water from absorbing too quickly into the old and pre-existing mortar.

.2 Apply a first layer of mortar in the joints in a manner to obtain a uniform depth (+ 25 mm) using a pointing trowel to fill in the joints; once this layer has cured (24 hours), apply successive layers of 6 mm. Make sure each layer is well compacted to prevent air pockets, and allow each layer to lightly cure before applying the next one, until you are level with the wall surface. Finish the new joints in the same way as the original ones.

3.7 COLOUR UNIFORMITY

In order to ensure colour uniformity of the mortar, the contractor must:

.1 Use the same supplier for all mortar and grout..1 Use the same supplier for all mortar and grout.

.2 Ensure that the quantity of water in the mortar joints remains the same while smoothing them.

.3 Always use a clean mixer.

3.8 CURING

Curing is essential to optimize the physical properties of the mortar

Curing must be done using a moist cure starting with the initial setting of the mortar.

.1 During working hours, spray the mortar lightly with water using a sprayer.

.2 After working hours and on weekends, create a system whereby the mortar is enclosed with a jute, which is in turn enclosed by polyethylene, and constantly wet it     so that it remains humid creating a greenhouse effect.

.3 The jute and polyethylene should never come in direct contact with the mortar. Leave a minimum space of 4 inches between the jute and the wall surface to allow air to circulate.

.4 Minimum cure times:

.1 For KING MasonCare 300: 3 days
.2 For KING HLM-350: 7 days
.3 For KING HLM-500: 7 days
.4 For KING PHL-350: no cure is needed
.5 For KING PHL-500: no cure is needed

3.9 CLEANING

.1 Protect the masonry works and the adjacent work from soiling and other damaging elements.

.2 Cover the finished work with tarpaulin to protect them against mortar spatter.

.3 After finishing the work, remove the excess mortar using a wooden blade. Once the mortar has sufficiently cured:

.1 Moisten the wall surface with clean water, starting from the bottom.
.2 Scour the wall surface with soapy water and a non-metallic brush with hard bristles, starting from the top.
.3 Rinse with clean water as needed.

NOTE: Never use any type of acid, even diluted.

WRITER'S PROFESSIONAL LIABILITY

This document is published by KING MASONRY PRODUCTS. It contains information for the sole purpose of helping you make informed decisions. It is not our intention and we cannot assume, in any way, the role and professional liability of the architect who executed, signed and sealed these plans and specifications.

As such, this document was diligently drafted by experienced professionals and therefore must not be copied integrally; rather you must adapt or even modify it according to your project, which our technical representatives and engineering service representatives would be more than happy to help you with.

 

 

KING RPL-6 is a pre-blended, pre-packaged, low compressive strength grout, specifically designed for injection into masonry structures affected by movement or any type of section loss. KING RPL-6 can be used in replacement or in addition to an existing mortar or grout used in a masonry structure. KING RPL-6 is composed of Portland cement, hydrated type S lime, sand and other carefully selected components.

• High fluidity
• Low compressive strength
• Can be poured, pumped or injected
• Can be used indoors or outdoors
• Economical
• Pre-blended, ensuring consistency from the first batch to the last


SECTION 1: IDENTIFICATION

Product Identifier

KING RPL-6

Other Means of Identification RPL-6 Grout
Product Family

KING Masonry Products – Heritage Building Solutions – Grout

Recommended Use

Specifically designed to fill voids in masonry walls and foundations.

Restrictions on Use

None known.

Manufacturer

King Packaged Materials Company, 3385 Harvester Road, Burlington, Ontario, L7R 3Y5, www.kpmindustries.com

Emergency Phone No.

King Packaged Materials Company, (800) 461-0566, 8:30am-4:30pm, Chemtrec, (800) 424-9300, 24 hours/7 days a week

SDS No.

0354

Date of Preparation

March 14, 2017

SECTION 2: HAZARD IDENTIFICATION

Classification
Skin irritation – Category 2; Serious eye damage – Category 1; Skin sensitization – Category 1; Carcinogenicity – Category 1A; Specific target organ toxicity (single exposure) – Category 3; Specific target organ toxicity (repeated exposure) – Category 1

Label Elements

Signal Word:
Danger

Hazard Statement(s):
Causes skin irritation.
Causes serious eye damage.
May cause an allergic skin reaction.
May cause cancer.
May cause respiratory irritation.
Causes damage to organs (lungs) through prolonged or repeated exposure.

Precautionary Statement(s):
Obtain special instructions before use.
Do not handle until all safety precautions have been read and understood.
Wash hands thoroughly after handling.
Contaminated work clothing must not be allowed out of the workplace.
Wear protective gloves/protective clothing/eye protection/face protection.
Use only outdoors or in a well-ventilated area.
Do not breathe dust/fume/gas/mist/vapours/spray.
Do not eat, drink or smoke when using this product.

IF exposed or concerned: Get medical advice/attention.
IF ON SKIN: Wash with plenty of water.
Take off contaminated clothing and wash it before reuse.
If skin irritation or rash occurs: Get medical advice/attention.
IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. Immediately call a POISON CENTRE or doctor.
IF INHALED: Remove person to fresh air and keep comfortable for breathing.

Call a POISON CENTRE or doctor if you feel unwell.
Store locked up.
Store in a well-ventilated place. Keep container tightly closed.
Dispose of contents and container in accordance with local, regional, national and international regulations.
10% of the mixture consists of ingredient(s) of unknown acute toxicity.

Other Hazards
None known.

SECTION 3: COMPOSITION/INFORMATION ON INGREDIENTS

Mixture:

Chemical Name CAS Registry No. Concentration % Other Identifiers
Silica, total quartz 14808-60-7 60-100% Not applicable
Portland cement 65997-15-1 10-30% Not applicable
Calcium magnesium hydroxide oxide
(CaMg(OH)2O)
58398-71-3 10-30% Not applicable

 

Notes
The exact percentage (concentration) of composition has been withheld as a trade secret in accordance with paragraph (i) of §1910.1200.

SECTION 4: FIRST-AID MEASURES

First-Aid Measures

Inhalation
Move to fresh air. Keep at rest in a position comfortable for breathing. Call a Poison Centre or doctor if you feel unwell.
Skin Contact
Rinse with lukewarm, gently flowing water for 5 minutes. Take off immediately contaminated clothing, shoes and leather goods (e.g. watchbands, belts). Thoroughly clean clothing, shoes and leather goods before reuse or dispose of safely. If skin irritation or a rash occurs, get medical advice or attention.
Eye Contact
Immediately rinse the contaminated eye(s) with lukewarm, gently flowing water for 15-20 minutes, while holding the eyelid(s) open. Remove contact lenses, if present and easy to do. Immediately call a Poison Centre or doctor.
Ingestion
Never give anything by mouth if person is rapidly losing consciousness, or is unconscious or convulsing. Do not induce vomiting. Get medical advice or attention if you feel unwell or are concerned.

Most Important Symptoms and Effects, Acute and Delayed
If inhaled: can irritate the nose and throat. Can cause lung injury. If on skin: skin sensitizer. May cause an allergic skin reaction in some people. May cause moderate to severe irritation. If in eyes: causes moderate to severe irritation. Symptoms include sore, red eyes, and tearing. If swallowed: can irritate the mouth, throat and stomach. Symptoms may include nausea, vomiting, stomach cramps and diarrhea.

Immediate Medical Attention and Special Treatment

Special Instructions
Not applicable.

SECTION 5: FIRE-FIGHTING MEASURES

Extinguishing Media

Suitable Extinguishing Media
Not combustible. Use extinguishing agent suitable for surrounding fire.
Unsuitable Extinguishing Media
None known.

Specific Hazards Arising from the Product
This product presents no unusual hazards in a fire situation.

Special Protective Equipment and Precautions for Fire-fighters
Approach fire from upwind to avoid hazardous vapours or gases. Fire-fighters may enter the area if positive pressure SCBA and full Bunker Gear is worn.

SECTION 6: ACCIDENTAL RELEASE MEASURES

Personal Precautions, Protective Equipment, and Emergency Procedures
Use the personal protective equipment recommended in Section 8 of this safety data sheet. Evacuate the area immediately. Isolate the hazard area. Keep out unnecessary and unprotected personnel.

Environmental Precautions
It is good practice to prevent releases into the environment. Do not allow into any sewer, on the ground or into any waterway.

Methods and Materials for Containment and Cleaning Up
Collect using shovel/scoop or approved HEPA vacuum and place in a suitable container for disposal. Avoid generating dust.

SECTION 7: HANDLING AND STORAGE

Precautions for Safe Handling
Avoid repeated or prolonged skin contact. Do not swallow. Do not breathe in this product. Avoid generating dusts. Keep containers tightly closed when not in use or empty. Do NOT eat, drink or store food in work areas.

Conditions for Safe Storage
Store in the original, labelled, shipping container. Store in an area that is: dry, well-ventilated. Protect product from contact with water, including humidity. Prevent rainwater and ground water from reaching storage area.

SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTION

Control Parameters

ACGIH TLV®

OSHA PEL

AIHA WEEL

Chemical Name

TWA

STEL

TWA

Ceiling

8-hr TWA

TWA

Silica, total quartz

0.05 mg/m3
(R) A2

0.1 mg/m3

Portland cement

1 mg/m3
(R) A4

5 mg/m3
(R)
Calcium magnesium hydroxide oxide
(CaMg(OH)2O)

3 mg/m3
(R)

5 mg/m3
(R)

 

Appropriate Engineering Controls
Use local exhaust ventilation, if general ventilation is not adequate to control amount in the air.

Individual Protection Measures

Eye/Face Protection
Wear chemical safety goggles and face shield when contact is possible.
Skin Protection
Wear chemical protective clothing e.g. gloves, aprons, boots.
Respiratory Protection
Wear a NIOSH approved particulate respirator equipped with an N95, R95, or P95 filter.

SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES

Basic Physical and Chemical Properties

Appearance Grey powder
Odour

Odourless

Odour Threshold

Not available

pH

Not available

Melting Point/Freezing Point Not available (melting); Not available (freezing)

Initial Boiling Point/Range

Not available

Flash Point

Not available

Evapouration Point

Not available

Flammability (solid, gas)

Not applicable

Upper/Lower Flammability or Explosive Limit

Not available (upper); Not available (lower)

Vapour Pressure

Not available

Vapour Density (air = 1)

Not available

Relative Density (water = 1)

2.5

Solubility

Not available (water); Not available (other liquids)

Partition Coefficient, n-Octanol/Water (Log Kow)

Not available

Auto-ignition Temperature

Not available

Decomposition Temperature

Not available

Viscosity

Not available (kinematic); Not available (dynamic)

Physical State

Solid

SECTION 10: STABILITY AND REACTIVITY

Reactivity
Not reactive under normal conditions of use.

Chemical Stability
Normally stable.

Possibility of Hazardous Reactions
None expected under normal conditions of storage and use.

Conditions to Avoid
Water, moisture or humidity.

Incompatible Materials
None known.

Hazardous Decomposition Products
Under normal conditions of storage and use, hazardous decomposition products should not be produced.

SECTION 11: TOXICOLOGICAL INFORMATION

Likely Routes of Exposure
Inhalation; skin contact; eye contact; ingestion.

Acute Toxicity

Chemical Name LC50 LD50 (oral) LD50 (dermal)
Silica, total quartz 500 mg/kg (rat)

 

Skin Corrosion/Irritation
May cause moderate or severe irritation based on information for closely related materials.
Serious Eye Damage/Irritation
May cause serious eye damage based on information for closely related materials.

STOT (Specific Target Organ Toxicity) – Single Exposure

Inhalation
May cause severe nose and throat irritation, severe lung injury.
Skin Absorption
No information was located.
Ingestion
May be harmful based on information for closely related materials.

Aspiration Hazard
Can cause lung damage if aspirated based on human experience.

STOT (Specific Target Organ Toxicity) – Repeated Exposure
Causes irritation of the respiratory system. Respiratory tract injury has been observed. Respirable crystalline silica in the form of quartz or cristobalite from occupational sources is listed by the International Agency for Research on Cancer (IARC) and National Toxicology Program (NTP) as a lung carcinogen. Prolonged exposure to respirable crystalline silica has been known to cause silicosis, a lung disease, which may be disabling. While there may be a factor of individual susceptibility to a given exposure to respirable silica dust, the risk of contracting silicosis and the severity of the disease is clearly related to the amount of dust exposure and the length of time (usually years) of exposure.

Respiratory and/or Skin Sensitization
May cause an allergic reaction (skin sensitization) based on information for closely related chemicals.

Carcinogenicity

Chemical Name IARC ACGIH® NTP OSHA
Silica, total quartz Group 1 A1 Known carcinogen

 

May cause cancer.

Reproductive Toxicity

Development of Offspring
No information was located.
Sexual Function and Fertility
No information was located.
Effects on or via Lactation
No information was located.

Germ Cell Mutagenicity
No information was located.
Interactive Effects
No information was located.

SECTION 12: ECOLOGICAL INFORMATION

Ecotoxicity
May cause long lasting harmful effects to aquatic life.

Persistence and Degradability
No information was located.

Bioaccumulative Potential
No information was located.

Mobility in Soil
No information was located.

Other Adverse Effects
There is no information available.

SECTION 13: DISPOSAL CONSIDERATIONS

Disposal Methods
Contact local environmental authorities for approved disposal or recycling methods in your jurisdiction.

SECTION 14: TRANSPORT INFORMATION

Not regulated under US DOT Regulations.

Environmental Hazards
Not applicable
Special Precautions
Not applicable

Transport in Bulk According to Annex II of MARPOL 73/78 and the IBC Code
Not applicable

SECTION 15: REGULATORY INFORMATION

Safety, Health and Environmental Regulations
Canada

WHMIS 1988 Classification

Class D2A, Class E
D2A – Very Toxic (Chronic toxicity; Carcinogenicity); E – Corrosive

This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations and the SDS contains all of the information required by the Controlled Products Regulations.

USA

Toxic Substances Control Act (TSCA) Section 8(b)
All ingredients are on the TSCA Inventory or are exempt from TSCA Inventory requirements under 40 CFR 720.
Additional USA Regulatory Lists
This product contains a chemical known to the State of California to cause cancer.

SECTION 16: OTHER INFORMATION

SDS Prepared By King Packaged Materials Company
Phone No. 905-639-2993
Date of Preparation March 14, 2017

Disclaimer

To the best of our knowledge, the information contained herein is accurate. However, neither KPM Industries Ltd., nor any of its subsidiaries, assumes any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist.


More Information

The KING Masonry Products group offers a variety of specification documents. E-mail masonry@kpmindustries.com to request these resources for King Masonry Products.