CONSISTENCY AND SLUMP Sample Clauses

CONSISTENCY AND SLUMP. The concrete shall have a consistency such that it will be workable in the required position. It shall be of such consistency that when properly vibrated it will flow around reinforcing steel and all embedded parts. The slump for concrete as determined by slump tests as per Indian Standard 456 (latest edition) shall not exceed the maximum slumps indicated below for each type of construction as approved by the Engineer- in-charge. Workability Slum in MM Type of Construction Min. Max.
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CONSISTENCY AND SLUMP. (i) Concrete shall be of a consistency and workability suitable for the conditions of the job. After the amount of water required is determined, the consistency of the mix shall be maintained throughout the progress of the corresponding parts of the work and approved tests e.g. slump tests, compacting factor tests, in accordance with IS.1199, shall be conducted from time to time to ensure the maintenance of such consistency. (ii) The following tabulation gives a range of slumps which shall generally be used for various types of construction unless otherwise instructed by the Engineer: SLUMPS FOR VARIOUS TYPES OF CONSTRUCTION Placing Conditions O of Workability Slump (mm) (1) (2) (3) Blinging concrete; Shallow sections; Pavements using pavers Very low In the ‘very low’ category of workability where strict control is necessary, for example pavement quality concrete, measurement of workability by determination of compacting factor will be more appropriate than slump (see IS 1199) and a value of compacting factor of 0.75 to 0.80 suggested. Mass concrete; Lightly reinforced sections in slabs, beams, walls, columns; Floors; Hand placed pavements; Canal lining; Strip footings Low 25 – 75 Heavily reinforced sections in slabs, beams, walls, Slipform work; Pumped concrete Medium 50 – 100 Trecnch fill; High 100 – 150 In-situ piling Tremie concrete Very high In the ‘very high’ category of workability, measurement of workability by determination of flow will be appropriate
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Related to CONSISTENCY AND SLUMP

  • Construction Phase - Administration of the Construction Contract INDICATE IN STATEMENT OF WORK “NOT APPLICABLE” IF SECTION IS NOT APPLICABLE 1.1.9.1. The Construction Phase will commence with the award of the Construction Contract to a selected vendor (“Contractor”) and will terminate when final payment is made by the State to the Contractor. In any event, the construction phase will not extend 60 days beyond the substantial completion date unless extended by change order. If such extension occurs, additional costs due to the ARCHITECT/ENGINEER shall be negotiated with the State. 1.1.9.2. The ARCHITECT/ENGINEER shall work with the State during the construction of the Project to provide the administration of the contract between the State and the Contractor in accordance with the terms herein and consistent with the contract between the State and the Contractor, and the extent of his/her duties and responsibilities and the limitations of his/her authority as assigned therein shall not be modified without his/her written consent. 1.1.9.3. The ARCHITECT/ENGINEER shall advise and consult with the State, and all of the State's instructions to the Contractor shall be issued through the ARCHITECT/ENGINEER after authorization by the State. 1.1.9.4. The ARCHITECT/ENGINEER shall, at all times, have access to the work wherever it is in preparation or progress. 1.1.9.5. The ARCHITECT/ENGINEER shall make periodic visits to the Project site, at least biweekly, and shall make such further visits when reasonably requested by the State, as to familiarize himself/herself with the progress and quality of the work performed and as to determine, on the basis of such visits, if such progress and quality are in accordance with the Contract Documents. The ARCHITECT/ENGINEER shall be responsible for project meeting minutes. In addition to this, the ARCHITECT/ENGINEER shall periodically report his/her findings thereon to the State, at such times as in the exercise of his/her professional judgment such findings are appropriate and at least monthly, at the conference provided for in Section 1.1.9.6, and further at such times as the State may reasonably request. The ARCHITECT/ENGINEER shall not be required to make exhaustive or continuous on-site inspections, except as required in the exercise of his/her professional judgment for said reports and, except in particular, to fulfill the commissioning requirements. The ARCHITECT/ENGINEER shall not be responsible for construction means, methods, techniques, sequences or procedures or for safety precautions and programs in connection with the work, and he/she shall not be responsible for the Contractor's failure to carry out the work in accordance with the Contract Documents except as provided for herein specifically between the State and the ARCHITECT/ENGINEER. 1.1.9.6. In preparing the bid documents, to the extent that the ARCHITECT/ENGINEER utilizes sub- consultants for their expertise, such as, but not limited to: Landscape Architects, Civil, Structural, Mechanical, and Electrical Engineers, these consultants, in effect, become an extension of the ARCHITECT/ENGINEER. Where the term ARCHITECT/ENGINEER is used in Section 1.1.9.2 as well as 1.1.9.5, it shall include those sub-consultants when work is being performed in their area of expertise. For example, the Mechanical Engineer would inspect the under slab plumbing before it is backfilled, but then wouldn’t necessarily be needed on site until the rest of the mechanical systems are being installed. The sub-consultant shall also be required to periodically inspect the progress of the “As-builts” and verify that they are up-to-date and verify such to the ARCHITECT/ENGINEER, before the ARCHITECT/ENGINEER issues the certificate of payment for that pay period. 1.1.9.7. Based upon his/her determinations and reports made under Section 1.1.9.5 of this Agreement and upon the Contractor's applications for payment, the ARCHITECT/ENGINEER shall once every month, after an on-site conference between the State, the Contractor and the ARCHITECT/ENGINEER, determine the amount then owing to the Contractor and shall then issue a certificate of payment for the amount agreed upon. 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