2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
609.05 subbase and 2 inches (50 mm) above the concrete base or pavement surface. Water cure this horizontal construction joint between the concrete base or pavement and the curb, or membrane cure the concrete base or pavement and remove the membrane before placing the curb. Immediately before placing the concrete curb, brush mortar (consisting of one part cement to two parts sand with enough water to form a workable mortar) into the surface area of the hardened concrete pavement or base where the curb is to be placed. Do not allow the mortar to dry before placing the curb on top of it. C. Slip-Form Placement. The Contractor may use a self-propelled machine to place concrete curb or curb and gutter. Force the concrete through a mold of the proper cross-section to obtain the proper density and cross-section. If using a track, set and secure the track on which the machine operates to the exact line and grade given by the Engineer. Use concrete of a consistency that provides the desired shape and remains as placed without slumping of the vertical faces. D. Finishing. Without adding extra mortar, float the top of the curb to thoroughly compact the concrete and produce a smooth and even surface. Round the edges of the curb using a tool specially designed for this purpose. Immediately after removing the forms, rub the exposed face of the curb with a float to eliminate unnecessary tool marks. Provide a finished surface free of irregularities and waves, and uniform in texture. E. Protection. Cure concrete according to Item 451. 609.05 Asphalt Concrete Curb. Use one of the following methods, or other method approved by the Engineer, to furnish and place an asphalt concrete curb of the required cross-section. A. Method A. After completing the surface course, paint or spray only the area to be occupied by the asphalt concrete curb with asphalt material conforming to 407.02. Apply the asphalt material at the rate of 0.15 gallon per square yard (0.7 L/m 2 ). Place the curb with a hand-operated or self-propelled machine consisting of a hopper and power-driven screw, which forces the material through an extrusion tube. Force the material through a die attached to the end of the extrusion tube to obtain the proper density and cross-section. B. Method B. As an independent operation preceding the final rolling of the asphalt concrete surface course that the curb is placed, place loose asphalt concrete of sufficient height and shape by hand methods using suitable templates or by other means to produce the specified cross-section. Compact the loose asphalt concrete using a hand-operated mechanical vibrating tamper equipped with a compacting shoe of such shape that will produce the specified final cross-section dimensions of the curb. 609.06 Concrete Median and Traffic Island. A. Forms and Joints. Securely brace and hold approved steel forms to the line and grade shown on the plans. The Contractor may use approved flexible forms of steel or wood to construct a radius of 200 feet (60 m) or less. Immediately before placing concrete, clean the inner surface of the forms, and coat this surface with a form release agent. 462
463 609.07 Where medians and traffic islands are not anchored to the pavement, construct contraction joints at 10-foot (3 m) intervals using steel separator plates, a grooving tool, or saw according to Item 451. Construct the joint using steel separator plates, a grooving tool, or saw according to Item 451. Construct the joint to a minimum depth of 2 inches (50 mm). Where, as shown on the plans, the medians or traffic islands are anchored to the pavement, construct the same type of joints in the median or traffic island as used in the pavement. Space the joints identically with the joints in the pavement. Leave forms in place until their removal will not crack, shatter, or otherwise injure the concrete. B. Placing. Before placing a concrete median or traffic island on subgrade, sprinkle the subgrade with water until thoroughly moistened at times and in a manner directed by the Engineer. Place the concrete in forms prepared as described above, and vibrate the concrete to eliminate all voids. C. Slip-Form Placement. The Contractor may use a self-propelled machine to place medians and traffic islands. Force the concrete through a mold of the proper cross-section to obtain the proper density and cross-section. If using a track, set and secure the track on which the machine operates to the exact line and grade given by the Engineer. Use concrete of a consistency that provides the desired shape and remains as placed without slumping of the faces. D. Finishing. Without adding extra mortar, finish the top of the median or traffic island to a broom texture. Round the edges using a tool specially designed for this purpose. Immediately after removing the forms, rub the exposed faces with a float to eliminate unnecessary tool marks. Provide a finished surface free of irregularities and waves, and a uniform texture. E. Protection. Cure concrete according to Item 451. 609.07 Method of Measurement. The Department will measure Sandstone Curb, Curb, Combination Curb and Gutter, and Asphalt Concrete Curb by the number of feet (meters) complete in place, measured along the front face of the curb section. The Department will measure Concrete Traffic Island and Concrete Median by the number of square yards (square meters) or the number of cubic yards (cubic meters) complete in place. 609.08 Basis of Payment. The Department will pay for accepted quantities at the contract prices as follows: Item Unit Description 609 Foot (Meter) Sandstone Curb 609 Foot (Meter) Curb, Type ___ 609 Foot (Meter) Combination Curb and Gutter, Type ___ 609 Foot (Meter) Asphalt Concrete Curb, Type ___ 609 Square Yard or Concrete Traffic Island Cubic Yard
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609.05<br />
subbase <strong>and</strong> 2 inches (50 mm) above the concrete base or pavement surface.<br />
Water cure this horizontal construction joint between the concrete base or<br />
pavement <strong>and</strong> the curb, or membrane cure the concrete base or pavement <strong>and</strong><br />
remove the membrane before placing the curb. Immediately before placing the<br />
concrete curb, brush mortar (consisting <strong>of</strong> one part cement to two parts s<strong>and</strong> with<br />
enough water to form a workable mortar) into the surface area <strong>of</strong> the hardened<br />
concrete pavement or base where the curb is to be placed. Do not allow the mortar<br />
to dry before placing the curb on top <strong>of</strong> it.<br />
C. Slip-Form Placement. The Contractor may use a self-propelled machine to<br />
place concrete curb or curb <strong>and</strong> gutter. Force the concrete through a mold <strong>of</strong> the<br />
proper cross-section to obtain the proper density <strong>and</strong> cross-section. If using a<br />
track, set <strong>and</strong> secure the track on which the machine operates to the exact line <strong>and</strong><br />
grade given by the Engineer. Use concrete <strong>of</strong> a consistency that provides the<br />
desired shape <strong>and</strong> remains as placed without slumping <strong>of</strong> the vertical faces.<br />
D. Finishing. Without adding extra mortar, float the top <strong>of</strong> the curb to<br />
thoroughly compact the concrete <strong>and</strong> produce a smooth <strong>and</strong> even surface. Round<br />
the edges <strong>of</strong> the curb using a tool specially designed for this purpose. Immediately<br />
after removing the forms, rub the exposed face <strong>of</strong> the curb with a float to eliminate<br />
unnecessary tool marks. Provide a finished surface free <strong>of</strong> irregularities <strong>and</strong><br />
waves, <strong>and</strong> uniform in texture.<br />
E. Protection. Cure concrete according to Item 451.<br />
609.05 Asphalt Concrete Curb. Use one <strong>of</strong> the following methods, or other<br />
method approved by the Engineer, to furnish <strong>and</strong> place an asphalt concrete curb <strong>of</strong><br />
the required cross-section.<br />
A. Method A. After completing the surface course, paint or spray only the area<br />
to be occupied by the asphalt concrete curb with asphalt material conforming to<br />
407.02. Apply the asphalt material at the rate <strong>of</strong> 0.15 gallon per square yard (0.7<br />
L/m 2 ). Place the curb with a h<strong>and</strong>-operated or self-propelled machine consisting <strong>of</strong><br />
a hopper <strong>and</strong> power-driven screw, which forces the material through an extrusion<br />
tube. Force the material through a die attached to the end <strong>of</strong> the extrusion tube to<br />
obtain the proper density <strong>and</strong> cross-section.<br />
B. Method B. As an independent operation preceding the final rolling <strong>of</strong> the<br />
asphalt concrete surface course that the curb is placed, place loose asphalt concrete<br />
<strong>of</strong> sufficient height <strong>and</strong> shape by h<strong>and</strong> methods using suitable templates or by<br />
other means to produce the specified cross-section. Compact the loose asphalt<br />
concrete using a h<strong>and</strong>-operated mechanical vibrating tamper equipped with a<br />
compacting shoe <strong>of</strong> such shape that will produce the specified final cross-section<br />
dimensions <strong>of</strong> the curb.<br />
609.06 Concrete Median <strong>and</strong> Traffic Isl<strong>and</strong>.<br />
A. Forms <strong>and</strong> Joints. Securely brace <strong>and</strong> hold approved steel forms to the line<br />
<strong>and</strong> grade shown on the plans. The Contractor may use approved flexible forms <strong>of</strong><br />
steel or wood to construct a radius <strong>of</strong> 200 feet (60 m) or less. Immediately before<br />
placing concrete, clean the inner surface <strong>of</strong> the forms, <strong>and</strong> coat this surface with a<br />
form release agent.<br />
462