JKR SPECIFICATION 2014 PDF

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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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However, Method 2 may be used if approved by the S. They shall be of similar thickness and similarly reinforced as the elements they represent and shall incorporate all features which contribute to the final appearance of the Works.

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

The hollow block shall not be soaked but dipped in water before laying. The bottom U-frame horizontal shall be securely fixed to the floor slab using bolts or screws.

Pile heads shall be constructed to details as shown on the Drawings. We need your help to maintenance this website. The proposal shall be submitted to the S.

The quantity of water shall be measured by volume or by weight. The following information shall appear on the certificate: Cutting and preparation of pile heads When a pile has been driven to the required set or depth and before encasing in concrete, the pile shall be cut to within 20 mm jir the levels shown on the Drawings and protective coatings shall be removed from the surfaces of the pile head mm above the soffit of the spscification.

In the case of walls sheeted on both sides joints should be staggered on opposite sides of the wall. Act and Amendment, 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 programme shall be presented in the form of Gantt chart and network diagrams indicating, among others the critical activities, interface dates and resources required to complete the works within the Contract period.

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Additional tests shall be carried out on any cement which appears to have deteriorated through age, damage to containers, improper storage, or any other reason. Please help us to share our service with your friends. Maximum truss spacing of 1.

The reference beams or wires shall be protected from the effects of temperature changes. Where plastering works are done on the cuttings, the surface shall be smooth and seamless.

Alternatively, a vibrating screen spanning the full width of the surface may also be used. One 1 electronic calculator with statistical functions.

The metal studs directly supporting plasterboard sheets shall be spaced at mm centres maximum. Loading All specififation lightweight partitions shall be constructed only for their intended purposes and any additional loadings shall be referred to the S. Forestry Act Act Parapet And Freestanding Wall 3. The pile position shall be marked with suitable identifiable pins, pegs or markers at least mm length.

Unless an instantaneous-recovery blasting machine is used, the cleaned steel surface shall be air-blasted with clean dry air and vacuum-cleaned or otherwise freed from abrasive residues and dust immediately after cleaning. Except for ties used for anchoring void formers, all ties shall be at least 1. It shall be suitably reinforced mainly with steel bars. If the insulation are in contact with water, adequate drying specificatoin must be allowed to ensure that the insulation are completely dried prior to covering of the roof covers.

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

spwcification All these shall be bedded in matching 1: Where it is necessary to bend the free end of mild steel reinforcement already cast in the concrete, the internal radius of the bend shall not be less than twice the diameter of the bar. O that such materials can produce concrete of the required quality. Adequate facilities shall be provided for supporting and aligning the lengths of pile. At least two 2 reliable independent datum points shall be established. The Contractor shall repair any damages and reinstate the same to their original condition to the satisfaction of the S.

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Jurukur Bahan: JKR – Standard Specifications For Building Works

The fluid water level shall be maintained at a level not less than 1 m above the level of the external ground water. The bends at the foot of vertical stacks shall be of gentle radius type. The details of geotechnical instruments shall be as shown on the Drawings and the Contractor shall be responsible for supplying, installing and maintaining the functionality of the geotechnical instruments as the work proceeds.

The pipe shall extend to the base of the boring and a sliding plug or barrier shall be placed in the pipe to prevent direct contact between the first charge of concrete in the pipe of the tremie and the water or support fluid. The aggregates shall be free of any impurities that may cause staining.

The extension shall be truly in line at all stages of handling and driving with the remainder of the pile and be properly cured and allowed to harden sufficiently to develop the strength necessary for further driving.

Any dead grass shall be replaced at the Contractor’s own expense. If the components are symmetrical, the face that will be uppermost when the member is in its correct position in the work shall be clearly identified.

JKR Standard Specification 2014.pdf

Format of Incident investigation report; specifiction No brick walls except lightweight partitions are allowed to be constructed on reinforced concrete slabs.

All other test equipment, including kentledge, beams and supporting structures shall be removed from the test pile location.

The specimen shall pass the test to the approval of the S. Scale or balance 25 kg maximum capacity and weights.