2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
511.18 Do not apply loads to or perform work on new concrete until workers and materials will not damage the concrete or interfere with its curing. Allow at least 36 hours or until the average of two beam tests is greater than 650 pounds per square inch (4.5 MPa) before working on new concrete, but do not interfere with curing of new concrete. Concrete curing methods are as follows: A. Method A, Water Curing. With the exception of the top surface of deck superstructure concrete, protect surfaces not covered by forms immediately after final finishing with two thicknesses of wet burlap. Keep burlap wet for at least 7 days by the continuous application of water. If forms are removed before 7 days, immediately drench the exposed concrete with water and cover it with burlap. Continuously apply water to the burlap for the remainder of the curing period. Instead of continuous application of water, with the exception of the top surface of deck superstructure concrete, the Contractor may cover the wet burlap with white polyethylene sheeting or plastic coated burlap blankets conforming to 705.06. Place plastic coated burlap blankets wet and with the burlap side against the previous layer of wet burlap. Sufficiently lap and secure adjoining plastic coated blankets or polyethylene sheets at the laps and edges to form a seal that maintains the concrete wet at laps and edges. Cover white polyethylene sheeting or plastic coated blankets containing holes or tears with an additional covering of plastic sheeting or blankets as directed by the Engineer. Cover the top surface of deck superstructure concrete with a single layer of clean wet burlap after it is bull floated if necessary, and finished. Keep the burlap wet by a continuous flow of water through soaker hoses and cover the hoses with a 4 mils (100 µm) white opaque polyethylene film for 7 days. After 7 days, allow the surface of the deck to dry. After curing the top surface of Class HP deck superstructure concrete for 7 days, remove the burlap and standing water. Within 12 hours after removing the burlap, apply a curing membrane and cure the concrete according to Method B. B. Method B, Membrane Curing. Immediately after the free water has disappeared on surfaces not protected by forms, apply curing material conforming to 705.07, Type 1 or 1D. If forms are removed before the end of the 7-day curing period, apply curing material on the concrete exposed by removing the forms. Thoroughly agitate curing material immediately before use. Apply the membrane curing material at the rate of at least 1 gallon per 200 square feet (1 L/5 m 2 ) of surface and in a fine mist to provide a continuous, uniform, and water impermeable film without marring the concrete surface. If the film is broken or damaged during the specified curing period, apply curing material as specified above to the damaged or affected areas. Do not allow workers, materials, and equipment on the concrete during the curing period, unless adequately protecting the membrane curing material from damage. 511.18 Surface Finish. Immediately after removing forms, clean, dampen, and fill with mortar all cavities produced by form ties, honeycomb spots, broken 322
323 511.19 corners or edges, and other defects. Use a mortar of the same proportions used in the concrete being finished. Substitute sufficient white cement for the regular cement in the mortar used to fill holes and perform other corrective work to produce finished patches of the same color as the surrounding concrete. Finish other contiguous exposed surfaces on the structure in a similar manner and to the extent required to produce a uniform appearance. On all exposed surfaces, remove fins and irregular projections with a stone or power grinder, taking care to avoid contrasting surface textures. A. Grout Cleaning. If grout cleaning is shown on the plans or necessary for corrective work, wet the concrete surface and then uniformly cover the concrete with a grout consisting of one part cement, 1 1/2 parts fine sand conforming to 703.03, and sufficient water to produce a mortar with the consistency of thick paint. In the quantity determined by the Engineer necessary to match the color of the concrete, use white portland cement in the grout. Uniformly apply the grout with brushes or spray guns, completely filling air bubbles and holes. Immediately after applying the grout, vigorously scour the concrete surface with a cork or other suitable float. While the grout is still in a plastic condition and while the grout does not pull from the holes or depressions, finish the surface with a sponge rubber or other suitable float, removing excess grout. After the grout thoroughly dries, vigorously rub the surface with a dry burlap, removing dried grout until there is no visible film of grout remaining on the surface. Perform the entire cleaning operation of each area on the same day. Remove dark spots or streaks that remain after the cleaning operation using a fine grained silicon carbide stone. Stop rubbing with the silicon carbide stone before the surface texture changes. Unless otherwise directed by the Engineer, perform grout cleaning during the final project clean up. B. Rubbed Finish. If a rubbed finish is shown on the plans, if possible, remove forms within 2 days after placing concrete. Finish the surface as specified above to correct defects. After the mortar used for finishing is thoroughly set, and for a minimum of 2 hours before starting the rubbed finish, thoroughly saturate the concrete with water. Rub surfaces to be finished with a medium coarse silicon carbide stone until all form marks, projections, and irregularities are removed, all voids are filled, and a uniform surface is obtained. Leave the paste produced by rubbing in place. Other than water, do not apply additional material to the surface. After placing concrete above the finishing area, obtain the final finish by rubbing the concrete with a fine silicon carbide stone and water until the entire surface is of a smooth texture and uniform in color. Protect surfaces with a rubbed finish from damage caused by subsequent construction operations. If damaged, clean and refinish the surface as specified above. 511.19 Roadway Finish. Finish and test concrete deck slabs according to 451.12. Do not groove or broom finish a strip of surface 9 to 12 inches (220 to 300 mm) wide adjacent to curbs and barriers. Provide a broom drag finish on concrete deck slabs in the longitudinal or transverse direction. The Engineer will approve the finishing machine. Provide a self-propelled machine with forward and reverse drive mechanisms that enable precise control of
- Page 277 and 278: TABLE 499.03-4 CLASS HP CONCRETE 27
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- Page 289 and 290: 283 501.04 Prepare the shop drawing
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- Page 323 and 324: FIGURE 1 ACI 308-81 511.11 Slipform
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323<br />
511.19<br />
corners or edges, <strong>and</strong> other defects. Use a mortar <strong>of</strong> the same proportions used in<br />
the concrete being finished. Substitute sufficient white cement for the regular<br />
cement in the mortar used to fill holes <strong>and</strong> perform other corrective work to<br />
produce finished patches <strong>of</strong> the same color as the surrounding concrete. Finish<br />
other contiguous exposed surfaces on the structure in a similar manner <strong>and</strong> to the<br />
extent required to produce a uniform appearance.<br />
On all exposed surfaces, remove fins <strong>and</strong> irregular projections with a stone or<br />
power grinder, taking care to avoid contrasting surface textures.<br />
A. Grout Cleaning. If grout cleaning is shown on the plans or necessary for<br />
corrective work, wet the concrete surface <strong>and</strong> then uniformly cover the concrete<br />
with a grout consisting <strong>of</strong> one part cement, 1 1/2 parts fine s<strong>and</strong> conforming to<br />
703.03, <strong>and</strong> sufficient water to produce a mortar with the consistency <strong>of</strong> thick<br />
paint. In the quantity determined by the Engineer necessary to match the color <strong>of</strong><br />
the concrete, use white portl<strong>and</strong> cement in the grout. Uniformly apply the grout<br />
with brushes or spray guns, completely filling air bubbles <strong>and</strong> holes. Immediately<br />
after applying the grout, vigorously scour the concrete surface with a cork or other<br />
suitable float. While the grout is still in a plastic condition <strong>and</strong> while the grout<br />
does not pull from the holes or depressions, finish the surface with a sponge rubber<br />
or other suitable float, removing excess grout. After the grout thoroughly dries,<br />
vigorously rub the surface with a dry burlap, removing dried grout until there is no<br />
visible film <strong>of</strong> grout remaining on the surface. Perform the entire cleaning<br />
operation <strong>of</strong> each area on the same day. Remove dark spots or streaks that remain<br />
after the cleaning operation using a fine grained silicon carbide stone. Stop<br />
rubbing with the silicon carbide stone before the surface texture changes. Unless<br />
otherwise directed by the Engineer, perform grout cleaning during the final project<br />
clean up.<br />
B. Rubbed Finish. If a rubbed finish is shown on the plans, if possible, remove<br />
forms within 2 days after placing concrete. Finish the surface as specified above<br />
to correct defects. After the mortar used for finishing is thoroughly set, <strong>and</strong> for a<br />
minimum <strong>of</strong> 2 hours before starting the rubbed finish, thoroughly saturate the<br />
concrete with water.<br />
Rub surfaces to be finished with a medium coarse silicon carbide stone until<br />
all form marks, projections, <strong>and</strong> irregularities are removed, all voids are filled, <strong>and</strong><br />
a uniform surface is obtained. Leave the paste produced by rubbing in place.<br />
Other than water, do not apply additional material to the surface. After placing<br />
concrete above the finishing area, obtain the final finish by rubbing the concrete<br />
with a fine silicon carbide stone <strong>and</strong> water until the entire surface is <strong>of</strong> a smooth<br />
texture <strong>and</strong> uniform in color. Protect surfaces with a rubbed finish from damage<br />
caused by subsequent construction operations. If damaged, clean <strong>and</strong> refinish the<br />
surface as specified above.<br />
511.19 Roadway Finish. Finish <strong>and</strong> test concrete deck slabs according to<br />
451.12. Do not groove or broom finish a strip <strong>of</strong> surface 9 to 12 inches (220 to 300<br />
mm) wide adjacent to curbs <strong>and</strong> barriers. Provide a broom drag finish on concrete<br />
deck slabs in the longitudinal or transverse direction.<br />
The Engineer will approve the finishing machine. Provide a self-propelled<br />
machine with forward <strong>and</strong> reverse drive mechanisms that enable precise control <strong>of</strong>