2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
511.15 minimum cure period of 5 days, reduce the concrete surface temperature at a rate not to exceed 20 °F (11 °C) in 24 hours until the concrete surface temperature is within 20 °F (11 °C) of atmospheric temperature. Install sufficient high-low thermometers to readily determine the concrete surface temperature. For deck slabs, install high-low thermometers to measure deck bottom surfaces, deck fascia surfaces, and deck top surfaces. Maintain the concrete curing temperature using a heated enclosure, insulated forms, or by flooding, except cure deck slabs less than 10 inches (250 mm) thick using more than just insulated forms. Remove falsework and open cold weather concrete to traffic according to 511.17. A. Heated Enclosure. Construct the heated enclosure to surround the top, sides, and bottom of the concrete. Construct strong and wind proof enclosures that contain adequate space to allow free circulation of air around the forms and concrete. Before placing concrete, construct the enclosure and heating devices to the extent allowed by the concrete operation. As the concreting operation progresses and as soon as possible after placing concrete, complete construction of the enclosures and apply heat. Supply heat by a method that continuously maintains a reasonably uniform temperature throughout the enclosures and does not discolor the concrete. Vent combustion-type heating devices outside the enclosure. If dry heat, other than free steam, maintains the enclosure temperature, immediately cover exposed concrete with two thicknesses of burlap. Continuously wet the burlap and, except for required rubbing of the concrete, do not remove the burlap during the heating period. If wood forms without liners are left in place more than 2 days after the placing of concrete, thoroughly wet the forms at least once each day for the remainder of the heating period. If forms are removed during the heating period, thoroughly drench the concrete with water and, for the remainder of the heating period, cover and wet the concrete with burlap as specified above. B. Insulation. Install sufficient thermometers to readily determine the concrete surface temperature. If the surface temperature approaches 100 °F (38 °C), loosen or otherwise vent the forms or insulation to keep the surface temperature within the limits specified above. If insulation does not maintain the minimum required temperature, promptly enclose the concrete as specified in 511.15.A or flood the concrete as specified in 511.15.C. Use a wind and water resistant insulating material. Ensure edges, corners, and other points of extreme exposure are adequately insulated. Place a tarpaulin or other Engineer approved waterproof cover over the insulation to protect the concrete top surface. C. Flooding with Water. The Contractor may flood the concrete with water provided flooding does not damage the concrete. Heat the water to a temperature 320
321 511.16 from 50 to 100 °F (10 to 38 °C). The Contractor may stop using heated water after 48 hours if the concrete remains flooded to a depth of 1 foot (0.3 m) above its highest elevation for at least the next 120 hours. 511.16 Removal of Forms. To facilitate finishing, remove forms from vertical surfaces that receive a rubbed surface finish as soon as the concrete has hardened sufficiently that rubbing will not damage it. 511.17 Curing and Loading. Remove falsework and open structures to traffic after the concrete has cured for the time specified by Table 511.17-1. Removing Falsework TABLE 511.17-1 Age of Concrete in Days Span[1] No Beam Beam Test [2] Over 10 feet (3 m) Test 14 5 10 feet (3 m) or less and all pier caps 7 3 Traffic [3] Any 14 7 [1] Span is defined as the horizontal distance between faces of the supporting elements when measured parallel to the primary reinforcement. [2] Applicable only when the average modulus of rupture for two tests is not less than 650 psi (4.5 MPa). [3] When placing Class HP concrete for a superstructure between October 15 and March 15, open the deck to traffic no sooner than 30 days after placement. If the air temperature surrounding the concrete is maintained between 32 and 50 °F (0 and 10 °C), and if the provisions of 511.15 do not apply, maintain the concrete above 32 °F (0 °C) for 7 days or until a successful beam test, except this time shall not be less than 5 days. If a beam test is not performed, maintain the air temperature surrounding the concrete above 50 °F (10 °C) for 7 days. Extend the 7-day period and the times for removing falsework and opening to traffic one hour for each hour the temperature of the air surrounding the concrete is below 50 °F (10 °C) and until the concrete has experienced 7 days, or 168 hours, of temperature above 50 °F (10 °C). Cure concrete as follows: Location Curing Method [1] Superstructure concrete Method A Concrete to which sealer is applied Method A Construction joints Method A Top surface of Class HP concrete deck superstructure concrete Method A followed by Method B Concrete with waterproofing Method A or Method B All other concrete Method A or Method B [1] Method A is water curing. Method B is membrane curing. If using Method B on areas to be waterproofed, remove the curing membrane. Do not install compression rings on pier columns or similar items of construction for supporting falsework or subsequent construction until after a 72hour curing period.
- Page 275 and 276: 269 499.03 C. Concrete Classes. Usi
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- Page 289 and 290: 283 501.04 Prepare the shop drawing
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511.15<br />
minimum cure period <strong>of</strong> 5 days, reduce the concrete surface temperature at a rate<br />
not to exceed 20 °F (11 °C) in 24 hours until the concrete surface temperature is<br />
within 20 °F (11 °C) <strong>of</strong> atmospheric temperature.<br />
Install sufficient high-low thermometers to readily determine the concrete<br />
surface temperature. For deck slabs, install high-low thermometers to measure<br />
deck bottom surfaces, deck fascia surfaces, <strong>and</strong> deck top surfaces.<br />
Maintain the concrete curing temperature using a heated enclosure, insulated<br />
forms, or by flooding, except cure deck slabs less than 10 inches (250 mm) thick<br />
using more than just insulated forms.<br />
Remove falsework <strong>and</strong> open cold weather concrete to traffic according to<br />
511.17.<br />
A. Heated Enclosure. Construct the heated enclosure to surround the top,<br />
sides, <strong>and</strong> bottom <strong>of</strong> the concrete. Construct strong <strong>and</strong> wind pro<strong>of</strong> enclosures that<br />
contain adequate space to allow free circulation <strong>of</strong> air around the forms <strong>and</strong><br />
concrete.<br />
Before placing concrete, construct the enclosure <strong>and</strong> heating devices to the<br />
extent allowed by the concrete operation. As the concreting operation progresses<br />
<strong>and</strong> as soon as possible after placing concrete, complete construction <strong>of</strong> the<br />
enclosures <strong>and</strong> apply heat. Supply heat by a method that continuously maintains a<br />
reasonably uniform temperature throughout the enclosures <strong>and</strong> does not discolor<br />
the concrete.<br />
Vent combustion-type heating devices outside the enclosure.<br />
If dry heat, other than free steam, maintains the enclosure temperature,<br />
immediately cover exposed concrete with two thicknesses <strong>of</strong> burlap. Continuously<br />
wet the burlap <strong>and</strong>, except for required rubbing <strong>of</strong> the concrete, do not remove the<br />
burlap during the heating period.<br />
If wood forms without liners are left in place more than 2 days after the<br />
placing <strong>of</strong> concrete, thoroughly wet the forms at least once each day for the<br />
remainder <strong>of</strong> the heating period. If forms are removed during the heating period,<br />
thoroughly drench the concrete with water <strong>and</strong>, for the remainder <strong>of</strong> the heating<br />
period, cover <strong>and</strong> wet the concrete with burlap as specified above.<br />
B. Insulation. Install sufficient thermometers to readily determine the concrete<br />
surface temperature. If the surface temperature approaches 100 °F (38 °C), loosen<br />
or otherwise vent the forms or insulation to keep the surface temperature within<br />
the limits specified above. If insulation does not maintain the minimum required<br />
temperature, promptly enclose the concrete as specified in 511.15.A or flood the<br />
concrete as specified in 511.15.C.<br />
Use a wind <strong>and</strong> water resistant insulating material. Ensure edges, corners,<br />
<strong>and</strong> other points <strong>of</strong> extreme exposure are adequately insulated. Place a tarpaulin or<br />
other Engineer approved waterpro<strong>of</strong> cover over the insulation to protect the<br />
concrete top surface.<br />
C. Flooding with Water. The Contractor may flood the concrete with water<br />
provided flooding does not damage the concrete. Heat the water to a temperature<br />
320