ASTM D1850 PDF

ASTM D1850 PDF

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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Astm d1850 pdf

The complete portion of the deck joint assembly being water tested shall be inundated. The lubricant shall be water soluble and non-staining. No material other than granular shall come in contact with reinforcing steel. 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.

Abrasive blast cleaned areas shall have the concrete placed in the block- out within 48 h or shall be ast. 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 or barrier wall be less than 25 mm.

The clamping system shall then be tightened and the e1850 joint assembly secured at the correct width, line and grade. Holes for dowels or anchor bolts embedded in epoxy shall be impact drilled. 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.

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Ask for rush delivery. Ontario Provincial Standard Specifications, Construction: The limits of the block-out shall be accurately marked to be visible after paving.

ASTM International : Withdrawn Standards

The Contractor shall arrange for the resubmission of eight sets of these drawings revised where necessary. If you don’t have an PDF reader installed on your workstation you can get it at Adobe’s download page.

Holes for dowels or anchor bolts embedded in non-shrink grout shall be core drilled and shall be flushed out with water and air blast cleaned immediately after drilling. Joints are placed at intervals designed to accom modate expansion and contraction. Permission to construct granted” is stamped on the drawings.

Field splicing of external waterstop shall be by heat fusion. Please note that depending on your browser’s settings, PDF documents will either download to your workstation or open in a PDF reader.

Mixing and placing procedures shall conform to the epoxy manufacturer’s recommendations.

Ontario Provincial Standards For Roads & Public Works

No voids shall be left under the structural steel components. The method used to plug the gap shall accommodate the anticipated movement and retain the fill material in the block-out during the period of traffic maintenance.

The deck joint assemblies shall be placed after the asphalt paving operation has been completed. The new asphalt pavement shall be sawcut full depth at the limits of the block-out. Adhesive shall be applied liberally to both sides of the seal and to both faces of the recess. All the Electrical Documents are now available within following menus items: Deck Joint Assembly Shop Drawings: On request, we can arrange v1850 accessible formats and communication support.

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All deleterious material shall be removed from the temporary atsm system bolt holes; bolt holes and bleeder holes shall be drilled to a depth of 20 mm, and all holes shall be air blast cleaned prior to filling with epoxy.

The dimensions of the block-out in the barrier wall shall not be greater than those of the block-out in the deck and ballast wall. Adhesive on top of the seal shall be scraped off immediately.

The top surface of the bituminous mix shall be maintained smooth and level with adjacent concrete and shall not ravel.

ONTARIO PROVINCIAL STANDARDS FOR ROADS & PUBLIC WORKS document

This site is maintained by the Government of Ontarioss. The hole shall be predampened for one hour with no free water in the hole, immediately prior to placing non-shrink grout. The joint astj shall be installed such that, when fully compressed, it remains below the level of the concrete surface.

Most backordered items can be rushed in from the publisher in as little as 24 hours. Some rush fees may apply. The preformed seal shall be continuous with no splices.