Quality Prism Masonry Colors Integral
With Prism Pigments Masonry Color infinite possibilities exist. Our masonry colors when added to your concrete masonry unit or mortar mixture can be formulated to complement or contrast any masonry material being used on a project. Whether you are mixing mortar color on site or mixing large batches of colored block at the plant, our premeasured packages of color assure color uniformity from batch to batch. Prism Pigments masonry colors are blended from pure synthetic iron oxide pigments and they are lightfast and weather resistant.
Masonry Colors (Data Sheet)Description
Prism Pigments Concrete Colors are pure, synthetic iron oxide pigments containing no fillers that will affect the performance of the concrete mix design. Prism Pigments concrete color applications provide the user with a lightfast, weather resistant, lime-proof, no maintenance finished product. Prism Pigments maintain the highest tinting strength and color consistency from bag to bag. Prism Pigments Concrete Colors are ideal for use for integrally colored concrete in highly visible areas such as driveways, patios, walkways, car paths, curbings, athletic courts, or stamped concrete. A stable, weather resistant color is always the end result. Composition and Materials
Prism Pigments Concrete Colors contain only finely milled synthetic iron oxides, the strongest and most stable colors available. These colors are lime-proof, sunfast, inert, and meet or exceed the criteria of ASTM C979. Colors
Prism Pigments Concrete Colors cover the full color spectrum: brown, buff, tan, black, yellow, orange, red, green, blue, and white. Each color match is handled on an individual basis. In cases where exact color matching is required, samples of your field raw materials may be required for sample preparation. Concentration Rates
Prism Pigments Concrete Colors are available specially packaged for your on-site use. Because of the inherent tinting strength of synthetic iron oxides, standard loadings do not exceed 8%. Levels greater than 8% will not enhance the finished color. Mixing Precautions
Always follow approved mixing practices, which include the following tips:
a) Cement for the entire job/project should be from the same manufacturer. Changes in cement will affect the final color.
b) All aggregate, fine or coarse, should be supplied from one source and non-reactive.
c) The mix design must be consistent from batch to batch. If the batch size is changed the pigment must be also.
d) Concrete slump should not exceed 5″.
e) Clean the drum before and after mixing.
f) Add color directly into the mixer with the other ingredients. Mix 5-10 minutes. Placement of Concrete Slab Work
As successful slab starts with a will drained subgrade that can sustain the load imposed on the slab. The subgrade should be graded, compacted, dampened. Prevent soft spots, standing water. Minimize handling, movement and spreading of colored concrete for the color consistency. Do not overtrowel, as this will cause darkening. Do not finish until bleed water has left the surface to protect against scaling, efflorescence and uneven coloring. Placement of Vertical Concrete
Planning is crucial in placement of vertical and poured-in-place concrete. Consider types of cement, detailing of formwork, mixing and placing techniques, slump control and temperature of cure. It is recommended that a field mock-up panel be prepared. Include all materials, reinforcing steel as in the finished project. Design Criteria for Colored Concrete
The following points should be considered in designing colored concrete. The concrete temperature should be between 65 and 85 degrees. Timing of the arrival of concrete trucks is crucial so that there is no excessive mixing. Avoid using porous forming materials. Conveying methods must be consistent with ACT-304-73. The concrete should be deposited in level lifts 12-18″ thick. The distance between insertions should be generally about 18″ depending on the concrete mix and vibrator used. Tilt-up concrete panels should be textured using sandblasting and surface retarders to expose the course aggregate. Patching Colored Concrete
Do repair work within two days to minimize color variances. The same materials and methods should be used. It is recommended that a 50/50 mix of white cement/gray cement be used to compensate for the darker patch area. The same color loading should be used on all repairs. Warranties
Seller warrants that its products will conform to and perform in accordance with the products specifications. This foregoing warranty is in lieu of all other warranties, expressed or implied, including, but not limited to, those concerning merchantability and fitness for a particular purpose. Because of the difficulty in ascertaining and measuring damages hereunder, it is agreed that, except for claims for bodily injury, seller’s liability to the buyer or any third party, arising out of the purchase of the product from seller by buyer shall not exceed the total amount billed and billable to the buyer for the product hereunder.
Prism Pigments Masonry Colors
Special Provision for Colored MasonryDescription – This work shall consist of constructing stamped concrete streetscapes in accordance with Standard Plan R-29 (Series) and the 2003 Michigan Department of Transportation Standard Specifications for Construction, except as modified herein. Materials. The materials shall meet the following requirements: Sound Earth______________________________205
Granular Materials Class II___________________902
Joint Fillers_______________________________914 Concrete – Concrete shall be a__________psi mix design. Submit two (2) copies of laboratory tests verifying strength requirements. The coarse aggregate shall be Michigan Series 6AA quarried limestone gradation as specified in Section 902 of the Standard Specifications for Construction. All course or fine aggregate used in the concrete mixture shall be from the same MDOT approved source. Concrete Admixtures. All shall meet the requirements of Section 903 Standard Specifications for Construction. Admixtures containing calcium chloride are not permitted. Integral Color. Integral coloring shall be__________, manufactured by Prism Pigments, or approved equal. All integral color shall meet ASTM C979 for color steadfastness. Independent laboratory testing shall be submitted if requested. Color Hardener. Dry-shake color hardener shall be__________, manufactured by Prism Pigments, or approved equal. Recommended coverage is 60 lbs./150ft². Release Agent. The dry-shake powder which facilitates release of imprinting tools, shall be manufactured by Prism Pigments, or approved equal. Equipment. The concrete surface shall be patterned as shown on plans. Acceptable manufacturers and styles of imprinting tools are as follows Pattern:_______________. Pattern Manufacturer Source: Brickform Rafco (866) 792-9009
Proline Concrete Tools (616) 299-8897
Matcrete (989) 529-4433 Construction Methods Preparation of Base. Excavation shall be made to the required depth and to a width that will permit forming. All unsuitable material shall be removed below the required depth and replaced with sound earth. The prepared base shall be compacted to 95% of its maximum unit weight in accordance with Section 205 of the Standard Specifications for Construction. Granular material base shall be placed and compacted on the sound earth, as directed by the Engineer. A vapor barrier shall not be used. Forms. Forms and forming shall meet the requirements of Subsection 803.03.B of the Standard Specifications for Construction. Stamped Mock-ups. 4′ x 4′ stamped and colored mock-ups shall be constructed from approval by the Engineer and Owner prior to construction. Mock-ups shall include Concrete Coloring. The coloring pigment must be added at the batch plant. The truck mixer drum shall be rotated a minimum of 50 revolutions at mixing speed after adding the coloring pigment. The amount of coloring pigment to be added shall be as specified by the pigment manufacturer. Protection of Surrounding Surfaces. All surrounding surfaces, including, but not limited to walls, store fronts, should be protected to prevent discoloration from the concrete. All clean-up and reports shall be responsibility of the contractor. Placing Concrete. Concrete placement shall meet the requirements of Subsection 803.03.C of the Standard Specifications for Construction, and as described herein. The surface shall be struck off and floated to produce a smooth even surface with a maximum surface variance of plus or minus 1/8 inch in 10 feet in any direction. All edges and joints shall be rounded to the specified radius with an approved finishing tool. Controls shall be laid out prior to stamping the concrete with any necessary strings and stakes for lining up the stamping tools. Unless otherwise specified, ungrouted installations shall be stamped 5/16 inch. The concrete is ready to be stamped when a 2 inch deep impress made with the finger does not fill with water and the concrete maintains its shape. The stamps must be clean of foreign matter prior to the stamping operation. It is generally recommended to clean stamps and reapply powdered or clear liquid release to all contact surfaces approximately every 25-30 square yards. The freshly placed concrete surface shall be barricaded against access for at least 24 hours after the release powder has been applied. The concrete shall not be opened to pedestrian traffic until the release powder has been washed off. Joints. The control joints shall be sawed as soon as the concrete has hardened such that no raveling or spalling occurs, but before any random uncontrolled cracking develops. Joint depths shall be maintained at ¼ of the slab(s) thickness. Layout control joints to follow stamping pattern as closely as possible. Joints shall be sawed with their faces perpendicular to the surface of the sidewalk and shall not vary more that 3/16 inch from their designated position. Transverse joints shall be constructed at right angles to the centerline of the sidewalk and longitudinal joints parallel to the centerline. Locations for longitudinal and transverse joints shall be as directed by the Engineer. When the sidewalk is constructed adjacent to a previously placed slab, transverse joints in the succeeding slab shall be aligned with like joints in the adjacent slab. Expansion joint filler shall extend to the full depth of the joint with its top surface ¼ – ½ inch below the finished surface. Acid Washing. Apply a one (1) part muratic acid to 10 parts water to the surface and agitate the concrete with the side of a straw broom a minimum of 36 hours after placement. Wash surface until proper color has been achieved and then flush thoroughly. The contractor shall attempt to remove 80% or more of the color release prior to sealing. Detailing. If squeeze joints are present a grinder or chisel shall be used to remove. Ground areas shall be burnished with dry release agent using a camel back sponge or 1-2″ wide brush with bristles cut down to ½”. Blow away excess release with a high velocity blower. Maintaining Traffic. The concrete shall not be opened to pedestrian traffic until at least 24 hours after the sealer has been applied. During such period, entrance to all residents and businesses shall be maintained at all times. Construction should be staged to allow for such access. Submit official documentation indicating that the application contractor has an ACI Certification for Flatwork Finishing and has Michigan Concrete Association (MCA) Decorative Concrete Completion Certificate or equivalent Manufacturer training and certification. Measurement and Payment. The completed work as measured for Stamped and Colored Concrete, _____ in will be paid for at the contract unit price for the following contract item (pay item). Contract Item (Pay Item)Pay Unit Stamped and Colored Concrete, ____ in ………………………… Square Foot Stamped and Colored Concrete, ____ in will be measured in place by area in square feet. Payment for Stamped and Colored Concrete, ____ in shall include all labor, material and equipment required to perform all work in accordance with this special provision and as show on the plans, including but not limited to providing the Engineer and the City of _________ with the final documentation of the concrete mix design and a unit of each stamping tool used to complete the project. The contractor is responsible for all costs associated with construction and disposal of mock-up slabs, with no additional compensation permitted.