JKR SPECIFICATION 2014 PDF

Revision of the JKR Building Specifications started in. involving Civil engineers and the Architects. • The specifications was completed and applied to. Wednesday, October 22, JKR – Standard Specifications For Building Works How much for the specs handbook? Reply. JABATAN KERJA RAYA MALAYSIA. STANDARD SPECIFICATION. FOR ROAD WORKS. Section 4: Flexible Pavement. CAWANGAN JALAN,. IBU PEJABAT.

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Clearing shall also include levelling of obsolete dikes, terraces, ditches, et cetera, unless otherwise directed by the S. Safety Signage and Traffic Control; Discarded bentonite water shall be removed from the site without delay. Keeping The Site Tidy The sheet shall be laid so that the vertical joints fall a minimum of mm from the edge of the opening. No person unless duly authorized by law or carrying our legitimate duties shall use explosives or results in explosions which create a vibration disturbance across a real property boundary or on a public space or right of way.

The result of the compressive strength obtained from cube strength at 7 days as described in sub-section 4. Local Government Act, Clips and fasteners 6. This may be achieved by cooling the water and aggregate prior to mixing. All such diversions must be equipped with temporary diversion signs and comply with the current JKR requirements Adequate workmen for controlling traffic diversion must be provided.

Standard Specification for Road Works: Section 9: Concrete (JKR/SPJ/S) – REAAA Wiki

Common areas for dining, recreation and praying purposes shall be provided. Blasting shall be restricted to such periods as the S. The tractor unit is to be in good condition and operated by experienced personnel skilled in the use of ripping equipment; and ii Ripping unit The ripper to be specificatjon to the above mentioned tractor shall have a minimum penetration force of kN.

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The average coat or finished coating thickness shall be equal to or greater than the specified nominal thickness.

Where the concrete is placed by a Tremie pipe, the following requirements shall be applicable: The Contractor shall take measures to ensure that all equipment and machinery are in proper working condition so as to minimize the amount of noise and dust generated. The Contractor shall ensure that axial loading is maintained. Cramps which are to be fixed to concrete shall be embedded in concrete and built into brickwork as the work proceeds.

Standard Specification for Road Works (JKR/SPJ/1988)

Unless otherwise specified, the pile so tested shall be deemed to have failed if: Any spilled oil and grease shall be promptly removed by the Contractor.

Joints shall be racked out to a depth 20144 13 mm and point up in coloured cement mortar to approved tints, finished with a neat struck weathered joint.

Straightness of sections i For standard rolled sections the deviation from straightness shall be within the compliance provisions of BS EN In clays disturbance can cause positive pore pressure to develop and the strength of the soil may increase as these dissipate. Care shall be taken to avoid any risk of buckling of the load application and measuring system. Bends turned up to receive various stacks shall be set on concrete bases to the approval of the S.

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Production Of Concrete 4. Concrete Conformity And Identity Testing 3.

Standard Specification for Road Works: Section 9: Concrete (JKR/SPJ/S9-2008)

The ties shall be positioned only in rebates, specifocation in other positions as shown on the Drawings or as agreed by the S. These samples shall give a fair indication of the general quality of the aggregates for comparison with the aggregates delivered during the course of executing the work.

Tests shall be carried out on samples of the latter, taken at intervals as required by the S. The moisture content shall be determined in accordance with one of the methods given in MS The tests may include non-destructive and destructive methods.

The pins, pegs or j,r should be driven to ground level and the location marked with contrasting material. Externally, the exposed concrete or brick surfaces shall be rendered with 12 mm cement and sand mortar 1: If a pile has been driven to the required set or depth but the level of sound concrete of the pile is below cut-off level, the pile shall be made good to the cutoff level as described above so that the completed foundation will safely withstand the specified ultimate load.