2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
512.04 manufacturer's recommended method of application, for the total of the test surfaces. 3. Apply to the deck, safety curb or sidewalk for the horizontal test surfaces and use an abutment parapet or pier face for the vertical test surface so different textures are tested. I. Appearance. Epoxy/Urethane sealers. Uniform appearance and the final color shall visually match the test section. Re-coating, removal and re-application or other methods recommended by the manufacturer will be required to correct final appearance. Non Epoxy Sealers. The sealer shall result in a uniform appearance. J. Traffic. Allow traffic on deck shoulder areas after 12 hours of drying time for an epoxy/urethane sealer. Keep traffic off a non-epoxy sealer until the sealer is dry. K. Safety Precautions. Follow precautions defined on the manufacturer's MSDS. Provide the Engineer a copy of the MSDS sheet for information before any work commences. L. Protection of Adjoining Surfaces and the Public. Protect the public during all operations, especially when applying sealer to the fascia or the underside portions of a bridge that spans an area used by the public. During sealing, mask off, or use other means of protection, for surfaces not being sealed. Protect asphalt and mastic type surfaces from spillage and heavy overspray. Do not apply sealers to joint sealants which have not cured according to the manufacturer's instructions. Joint sealants, traffic paints and asphalt overlays may be applied to the treated surfaces 48 hours after the sealer has been applied. Protect nearby steel, aluminum or glass surfaces when non-epoxy overspray could be deposited on those surfaces. M. Environmental Requirements. Protect plants and vegetation from overspray by covering with drop cloths. 512.04 Sealing Concrete Bridge Decks with HMWM Resin This work shall consist of preparing and treating the concrete wearing surfaces of bridge decks with a penetrating sealer in accordance with these specifications, in reasonably close conformity with the plans and the manufacturer's recommendation and as directed by the Engineer. A. Limitations. Do not perform this work during the period beginning November 1st and ending March 31st. B. Surface Preparation. Remove roadway dirt and debris from the area of the deck to be treated. Sweep, sandblast, then with the use of a manual or power broom sweep and blow with compressed air so that the surfaces to which the sealer is to be applied is dry and free of dust and dirt. Use high pressure compressed air to blow all loose material from visible cracks. Fit the cleaning equipment with suitable traps, filters, drip pans, driers and other devices to prevent oil and other foreign material from being deposited on the surface. Do not allow traffic on the clean surface prior to application of the sealer. Remove existing pavement 332
333 512.04 markings according to Section 641.10 of the Specifications. Remove all traces of asphalt or petroleum products and concrete curing seals by abrasive blasting prior to air sweeping. C. Installation. Provide a compatible promoter/initiator system capable of providing the same physical qualities of the hardened resin as if promoted/initiated with 2% cobalt naphthanate (6%) and 2% cumene hydroperoxide. Store materials at 65-80 ºF (18-27 ºC). Provide a system that has a resin gel time of not less than 40 minutes to not more than 1½ hours at the time and temperature of application. Adjust the gel time to compensate for the change in temperature throughout the day. The temperature of the surfaces to be treated may range from 50 ºF (10 ºC) to 120 ºF (49 ºC). Arrange to have a technical representative on site to provide mixing proportions equipment suitability, and safety advice. Any conflict between these provisions and representative's advice shall be resolved at the job site. The technical representative shall remain at the job site until such time as he and the Engineer agree that the Contractor is qualified in all aspects of the application of the sealer. Do not allow the promoter and initiator, if supplied separate from the resin, to contact each other directly. Do not store containers of promoter or initiators together in a manner that will allow leakage or spillage from one to contact the containers or materials of the other. Machine application of the resin may be performed by using a two-part resin system utilizing a promoted resin for one part and an initiated resin for the other part. This two-part resin system may be combined at a spray bar through positive displacement atomization of the resin. Do not use compressed air to produce the spray. Use appropriate cleaning and flushing of equipment, tools, etc., with an appropriate solvent, as approved by the Engineer, in such a manner to minimize personal and environmental hazards. Advise workman that the resin will soften gum rubber soles, and a face-mask should be used to protect from accidental splashes. Clothing and leather saturated with resin will harden and become useless. Prior to resin application the surface to be treated shall be visibly dry and its temperature between 50º F (10º C) and 120º F (49º C). Do not apply the resin within 24 hours after a rain or when rain is forecast within 12 hours or when the ambient air temperature is below 50º F (10º C). Pre-mark the deck to control mixed material usage and to provide a rate of application of approximately 100 square feet per gallon (2.45m 2 /L). The exact rate shall be determined by the Engineer prior to commencing full-scale deck treatment operations. Before using the material submit to the Director copies of the manufacturer certified test data showing that the material complies with the requirements of this specification. The test data shall be developed by an independent approved testing laboratory, and shall include the brand name of the material, name of manufacturer, number of the lot tested and date of manufacture. When the material has been approved by the Director, further testing by the manufacturer will not be required unless the formulation of manufacturing process has been changed, in which case new certified test results will be required. The manufacturer shall
- Page 287 and 288: 281 499.09 When approved by the Eng
- Page 289 and 290: 283 501.04 Prepare the shop drawing
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- Page 295 and 296: 289 502.01 Accompany all certified
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- Page 309 and 310: 303 507.11 (75 mm) above the elevat
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- Page 315 and 316: TABLE 509.05-1M STANDARD BENDS Dime
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- Page 323 and 324: FIGURE 1 ACI 308-81 511.11 Slipform
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- Page 327 and 328: 321 511.16 from 50 to 100 °F (10 t
- Page 329 and 330: 323 511.19 corners or edges, and ot
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- Page 333 and 334: 327 511.25 511.25 Basis of Payment.
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- Page 337: 2. Non-epoxy sealer. 331 512.03 a.
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- Page 343 and 344: 337 512.07 200 psi (1400kPa) max.,
- Page 345 and 346: 339 512.08 applying the waterproofi
- Page 347 and 348: 341 512.09 512.09 Method of Measure
- Page 349 and 350: 343 513.03 The Office of Materials
- Page 351 and 352: 345 513.05 513.05 Fabricator Docume
- Page 353 and 354: 347 513.12 before assembly. During
- Page 355 and 356: 349 513.18 for up to 5-inch (127 mm
- Page 357 and 358: TABLE 513.20-1M Bolt Size (mm) To d
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- Page 365 and 366: 359 513.26 The fabrication quality
- Page 367 and 368: 361 513.30 The Department will not
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- Page 371 and 372: 365 514.05 inspection identifies a
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- Page 377 and 378: 371 514.13 1. For an automated blas
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- Page 383 and 384: 377 514.18 If mud cracking occurs,
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512.04<br />
manufacturer's recommended method <strong>of</strong> application, for the total <strong>of</strong> the test<br />
surfaces.<br />
3. Apply to the deck, safety curb or sidewalk for the horizontal test surfaces <strong>and</strong><br />
use an abutment parapet or pier face for the vertical test surface so different<br />
textures are tested.<br />
I. Appearance. Epoxy/Urethane sealers. Uniform appearance <strong>and</strong> the final<br />
color shall visually match the test section. Re-coating, removal <strong>and</strong> re-application<br />
or other methods recommended by the manufacturer will be required to correct<br />
final appearance. Non Epoxy Sealers. The sealer shall result in a uniform<br />
appearance.<br />
J. Traffic. Allow traffic on deck shoulder areas after 12 hours <strong>of</strong> drying<br />
time for an epoxy/urethane sealer. Keep traffic <strong>of</strong>f a non-epoxy sealer until the<br />
sealer is dry.<br />
K. Safety Precautions. Follow precautions defined on the manufacturer's<br />
MSDS. Provide the Engineer a copy <strong>of</strong> the MSDS sheet for information before any<br />
work commences.<br />
L. Protection <strong>of</strong> Adjoining Surfaces <strong>and</strong> the Public. Protect the public<br />
during all operations, especially when applying sealer to the fascia or the underside<br />
portions <strong>of</strong> a bridge that spans an area used by the public.<br />
During sealing, mask <strong>of</strong>f, or use other means <strong>of</strong> protection, for surfaces not<br />
being sealed. Protect asphalt <strong>and</strong> mastic type surfaces from spillage <strong>and</strong> heavy<br />
overspray. Do not apply sealers to joint sealants which have not cured according to<br />
the manufacturer's instructions. Joint sealants, traffic paints <strong>and</strong> asphalt overlays<br />
may be applied to the treated surfaces 48 hours after the sealer has been applied.<br />
Protect nearby steel, aluminum or glass surfaces when non-epoxy overspray could<br />
be deposited on those surfaces.<br />
M. Environmental Requirements. Protect plants <strong>and</strong> vegetation from<br />
overspray by covering with drop cloths.<br />
512.04 Sealing Concrete Bridge Decks with HMWM Resin This work<br />
shall consist <strong>of</strong> preparing <strong>and</strong> treating the concrete wearing surfaces <strong>of</strong> bridge<br />
decks with a penetrating sealer in accordance with these specifications, in<br />
reasonably close conformity with the plans <strong>and</strong> the manufacturer's<br />
recommendation <strong>and</strong> as directed by the Engineer.<br />
A. Limitations. Do not perform this work during the period beginning<br />
November 1st <strong>and</strong> ending March 31st.<br />
B. Surface Preparation. Remove roadway dirt <strong>and</strong> debris from the area <strong>of</strong><br />
the deck to be treated. Sweep, s<strong>and</strong>blast, then with the use <strong>of</strong> a manual or power<br />
broom sweep <strong>and</strong> blow with compressed air so that the surfaces to which the sealer<br />
is to be applied is dry <strong>and</strong> free <strong>of</strong> dust <strong>and</strong> dirt. Use high pressure compressed air<br />
to blow all loose material from visible cracks. Fit the cleaning equipment with<br />
suitable traps, filters, drip pans, driers <strong>and</strong> other devices to prevent oil <strong>and</strong> other<br />
foreign material from being deposited on the surface. Do not allow traffic on the<br />
clean surface prior to application <strong>of</strong> the sealer. Remove existing pavement<br />
332