Attachment 0002 Appendix B Colored and Stamped Concrete.pdf
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- Attached to
- Repair Davenport End of Government Bridge
- Solicitation number
- W519TC-23-R-2054
About this file
This document is an appendix specifying requirements for colored and stamped concrete work on a bridge repair project. The work includes installation of stamped red concrete sidewalk and colored pavement islands at intersections and roundabouts. The concrete must be Class C-4 and placement must meet Section 7030 standards. A brick paver stamp pattern must be used and approved by the Engineer. Integral pigments must color the concrete as specified by the manufacturer. Curing for seven days is required using methods protecting against premature drying and moisture loss. A solvent-based acrylic sealer compatible with the coloring agent and concrete must also be applied.
The related federal contract opportunity is solicitation number W519TC-23-R-2054 for repair of the Davenport End of Government Bridge by the Department of the Army Materiel Command Contracting Command Rock Island Arsenal. The appendix provides specifications for colored and stamped concrete work that may be required as part of the bridge repair project.
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APPENDIX “B”
This work includes the construction of stamped PCC sidewalk and or non-stamped colored pavement such as the roundabout island and intersection splitter islands as shown on the plans. The work shall include all labor, materials, equipment, and transportation required to install and stamp the colored PCC sidewalk. For the coloring materials used, all limitations and recommendations specified by the manufacturer shall be used and adhered to. Color shall be dark red concrete. Color samples shall be supplied to the Engineer and approved by Engineer prior to use. All surfaces shall be broomed to provide a textured, non-skid surface when completed. Concrete shall be Class C-4 concrete. Methods of placement and furnishing shall meet requirements of Section 7030, except that hand methods may be used. Joints in the sidewalk shall match joints in abutting sidewalk. Concrete color admixture shall be added at the batch plant. All sidewalk on East 2nd Street shall be placed from one batch of concrete.
Thoroughly clean mixer drum to assure absence of contaminates which may affect consistency of color.
Stamp pattern shall be a brick paver style. Available stamp patterns shall be supplied to the Engineer and approved by the Engineer prior to use.
090187.02 QUALITY ASSURANCE
The concrete mix used with pigment added shall meet the requirements of the manufacturer’s recommendations. The aggregate, cement, and integral color shall be from the same source throughout the entire project. Pigment Requirements: Pigment shall comply with ASTM C 979. Color pigments shall be light fast, wettable, weather resistant, alkali resistant, and free of deleterious fillers and extenders.
CURING
Fresh stamped concrete shall be protected from premature drying and moisture loss for a total of 7 days using methods that follow the manufactures recommendations. During periods of high temperatures (above 80.F) low humidity and high winds, Contractor shall provide protection to prevent excessive drying of stamped concrete during placement and curing in accordance with ACI 305R. During finishing operation, evaporation-retarding agent may be applied in accordance with manufacturer’s recommendations to prevent plastic shrinkage cracking; depending on condition, application of evaporation-retarding agent may be required more than one time during stamped concrete finishing operation. Under no circumstance shall any portion of the evaporation-retarding agent be finished into the concrete surface.
INTEGRAL (FULL DEPTH) COLOR
An admixture of special pigments designed to color, beautify, strengthen, and improve the workability of concrete. The Contractor shall use the lowest slump concrete for the placement and finishing methods being used. Water additions shall be kept to a minimum and total water added to the mix shall be kept as consistent as possible for all concrete. Calcium chloride shall not be allowed. Mix half of the cement, coarse aggregate, fine aggregate, and water. With mixer running, add the color and mix for at least a minute before adding the balance of the materials. Ensure mixing is between 70 and 90 revolutions. If the pigment is batched from large bags, always use a whole number of bags per truck. Do not batch partial bags. Using a partial bag of color pigments can cause changes in the concrete color.
Monitor slump closely during batching. Slump variations often indicate that water content has changed.
Changes in water content cause color variations. Do not start finishing stamped colored concrete until the bleed water has evaporated. Finishing too early causes discoloration and a weak, non-durable surface. Use mechanical float or trowel, if possible. The one-way motion of the blades creates a more uniform colored surface than the back-and-forth motion used in hand finishing. Move edgers in one direction only to produce a more uniform color. Time the pour to avoid having sunlit and shaded area.
Apply pattern according to tool manufacturer’s instructions. While concrete is plastic, accurately align mats in sequence and uniformly press into concrete to produce imprint pattern, texture, and depth of imprint as recommended by manufacturer. Touch-up pattern and finish edges with hand tools as necessary.
090187.05 CLEAR SEAL
A solvent-based concrete sealer formulated with acrylic resins designed for deep penetration shall be used. The sealer shall be approved by the Engineer and shall be compatible with the coloring agent, concrete, and release agent. The sealer shall be resistant to salt-spray, acids, alkali, water, ultraviolet rays, and wet and dry abrasion and shall not fade, discolor, or yellow the color in any fashion.
Preparation: Concrete must be at least ten days old. All old paint, oil, and grease must be removed.
Most concrete must be etched as a porous surface is required. Etching should be done with a 6 part water to a 1 part Muratic Acid Solution. Extremely hard or polished concrete may require a second application with a stronger solution. Rinse surface thoroughly with plenty of clean water and let dry completely. Spray Application: Use an airless sprayer with a medium tip size and very low pressure. If conditions are windy or extremely hot, adjust technique to avoid “dry spraying” the surface. A second coat should be sprayed after the first coat is dry.
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