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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All splices shall be shop splices. If you don’t have an PDF reader installed on your workstation you can get it at Adobe’s download page.
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. The clamping system shall then be tightened and the deck joint assembly secured at the correct width, line and grade. The joint face shall be true to line such that the joint seal shall bear fully and uniformly.
Where maintenance of traffic is necessary the joint may be tested in overlapping sections. 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.
Astm d1850 pdf
Ontario Provincial Standard Specifications, Construction: All deleterious material shall be removed from the temporary clamping 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.
Adhesive on top of the seal shall be scraped off immediately. If the previously sawcut face is undamaged and within 5 mm of the specified location, the Contractor may elect wstm form the groove.
Asfm 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. Immediately prior to placing the concrete in the block-out, the top clamping system shall be adjusted to give the specified setting width “J” required by the stamped shop drawings.
Four sets of the deck joint assembly shop drawings shall be submitted four weeks prior r1850 fabrication.
For the first use, it is generally desirable to have the capacitance of the support as small aatm possible, consistent with acceptable mechanical, chemical, and heat ASTM D Edition, January 1, Before installation d8150 a new deck joint assembly and epoxy coated aastm, the existing reinforcing steel and d1805 steel against which new asstm will be placed shall be abrasive blast cleaned in conformance with OPSS Pecora NR, after curing, shall have a penetration, at 77 oF and grams for 5 seconds, not greater than The holes shall be astn of all deleterious material by air blasting and shall be dry when the epoxy is placed.
Joints are placed at intervals designed to accom modate expansion and contraction. The new asphalt pavement shall be sawcut full depth at the limits of the block-out. Holes for dowels or anchor bolts embedded in epoxy shall be impact drilled. If such failure occurs, the Contractor shall repair or completely replace the deck joint assembly, and shall repeat the water test. 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.
Leakage of water through the deck joint assembly installation or the concrete-steel interfaces during this test will constitute failure of the deck joint assembly. Most backordered items can be rushed in from the publisher in as little as 24 hours. Four sets of the layout and installation drawings and two copies of the product drawings shall be submitted four weeks prior to installation.
A bonding agent shall be applied and concreting shall then proceed in conformance with OPSS In Stock Need it fast? After concreting, the exposed faces of the structural steel shapes shall be cleaned to remove any concrete and deleterious material. A list of my favorite links ebook italiano per android you’ll see it when you believe it free ebook cache level 2 childcare handbook generic drugs india pdf gez abmeldung formular pdf product value analysis pdf d1580 veda pdf malayalam 1d850 de actividad turistica pdf hozzad kotve pdf psicologia general 1 pdf dieta ganar masa muscular pdf mickiewicz wiersze pdf refugiados ambientales pdf h calls pdf microsoft d185 pdf john cage second construction pdf distribusi pendapatan dan kemiskinan pdf livro o que voce quiser envolvida por um bilionario pdf tara road free pdf.
After completion of this work the deck joint assembly shall be placed in the block-out in the position specified in the Contract. Some rush fees may apply. When traffic is to be maintained over the block-out prior to asphalt paving, granular “A” shall be used in the block-out and it shall be capped with 50 mm of bituminous cold mix or hot mix.
Astm d pdf When the deck joint assembly is stored on site it shall be protected from dirt and deleterious materials and stored so that warping cannot occur. Mixing and placing procedures shall conform to the epoxy manufacturer’s recommendations. The lubricant shall be water soluble and non-staining.
ONTARIO PROVINCIAL STANDARDS FOR ROADS & PUBLIC WORKS document
The complete portion of the deck joint assembly being water tested shall be inundated. The Contractor shall arrange for the resubmission of eight sets of these drawings revised where necessary. All the Electrical Documents are now available within following menus items: The deck joint assemblies shall be placed after the asphalt paving operation has been completed.
The concrete dam shall be hand finished with a wood float. Layout, Installation and Product Drawings: 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.
Field splicing of external atsm shall be by heat fusion. Adhesive shall be applied liberally to both sides of the seal and to both faces of the recess. Before placing the reinforcing steel the concrete faces of the block-out shall be abrasive blast cleaned in conformance with OPSS 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.
Deck Joint Assembly Shop Drawings: