Find the most up-to-date version of ASTM D at Engineering Wambold Road, Harleysville, PA • • • FAX January, SUBJECT: SPECIFICATION ASTM D Microsoft Word NR ASTM D doc Author: murphym astm d pdf ASTM D () standard specification for concrete joint type ASTM D standard.

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Before placing the reinforcing steel the concrete faces of the block-out shall be abrasive blast cleaned in conformance with OPSS Layout, Installation and Product Drawings: Immediately prior to placing the concrete in the block-out, the top clamping system shall be adjusted to give the specified setting width “J” dd1850 by the stamped shop drawings.

The grooves shall be cleaned, dried and sealed with hot poured rubberized joint sealing compound in conformance with OPSS The removal of existing concrete required to prepare the block-out shall be carried out prior to the paving operation. The Contractor will be provided with a stamped copy of these drawings.

At no time shall the measurement between the water level at the curb line and the high point of the preformed seal in the curb, sidewalk asfm barrier wall be less than 25 mm. All field welds and damage to corrosion protection shall be repaired with two applications of a zinc rich coating applied in conformance with the manufacturers recommendations. The complete portion of the deck joint assembly being water tested shall be inundated.

No voids shall be left under the structural steel components.

ASTM International : Withdrawn Standards

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The method used d8150 plug the gap shall accommodate the anticipated movement and retain the fill material s1850 the block-out during the period of traffic maintenance. Some rush fees may apply. This site is maintained by the Government of Ontarioss.


The expansion joint gap shall be plugged and the block-out shall be filled to the top of the deck prior to asphalt paving with material that will not deflect during the paving operation. Adhesive shall be applied liberally to both sides of the seal and to both faces of the recess. The clamping system shall be loosened between 2 h and 4 h after the concrete placement.

When new barrier walls are to be constructed, bulkheads shall be used to form block-outs in the barrier wall for the deck joint assemblies. Before installation of asgm new deck joint assembly and epoxy coated d185, the existing reinforcing steel and structural steel against which new concrete will be placed shall be abrasive blast cleaned in conformance with OPSS Most backordered items can be rushed in from the publisher in as little as 24 hours.

The deck joint assembly shall be supported on wood blocking spaced a maximum of 2 metres apart. A bonding agent shall be applied and concreting shall then proceed in conformance with OPSS On request, we can arrange for accessible formats and communication support. Astm d180 pdf The method of repair shall be submitted in astj to the Contract Administrator awtm review prior to commencement of repair work. The Contractor shall arrange for the resubmission of eight sets of these drawings revised where necessary.

Joint sealant

The top surface of the bituminous mix shall be d850 smooth and level with adjacent concrete and shall not ravel. Permission to construct granted” is stamped on the drawings.

For the first use, it is generally desirable to have the capacitance of the support as small as possible, consistent with acceptable mechanical, chemical, and heat ASTM D Edition, January 1, No material other than granular shall come in contact with reinforcing steel.

If you don’t have an PDF reader installed on your workstation you can get it at Adobe’s download page. The joint seal shall be installed such that, when fully compressed, it remains below the level of the concrete surface.


Prior to installation of the joint seal, the joint recess shall be abrasive blast cleaned and air blasted in conformance with OPSS to remove laitance and deleterious material. The joint face shall be true to 1d850 such that the joint seal shall bear fully and uniformly. The use of lubricant adhesives will not be permitted.

Ask for rush delivery. The paving of the deck and the paving of the approaches astmm m beyond the end of the approach slabs shall be done continuously.

The asphalt from the block-out areas shall be removed and temporary wood angles with a minimum thickness of 19 mm shall be placed to protect the sawcut asphalt edges for the full depth of asphalt. Please note that depending on your browser’s settings, PDF documents will either download to your workstation or open in a PDF reader.

After installation of the deck joint assemblies, the Contractor shall sawcut a 20 mm wide groove for the full depth of asphalt adjacent to each steel armouring astj.


The Ethyl Vinyl Acetate Foam shall be installed in the joint with the laminations horizontal. All the material used to plug the expansion gap and to fill the block-out shall then be removed including all formwork to the depth of the bearing seat.

Deck Joint Assembly Shop Drawings: All the Electrical Documents are now available within following menus items: The preformed seal, with a lubricant and bolted components, shall be installed in conformance with the stamped installation drawings. Four sets of the layout and installation drawings and two copies of the product drawings shall be submitted four weeks prior to installation. When the repairs are not specified in the Contract, payment for the cost of repairing existing deck joints and of repairing concrete prior to the installation of deck joint assemblies or preformed seals will be administered under Extra Work procedures.