Is 383 pdf 2016 free download

is 383 pdf 2016 free download

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  • IS - - Free Download PDF Ebook
  • [PDF] IS - - Free Download PDF
  • Images Donate icon An illustration of a heart shape Donate Ellipses icon An illustration of text ellipses. EMBED for wordpress. Want more? Advanced embedding details, examples, and help! Publication date Usage CC0 1. In order to promote public education and public safety, equal justice for all, a better informed citizenry, the rule of law, world trade and world peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to know and speak the laws 338 govern them.

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    Be the first downlod to write a review. US Government Documents. The number of significant places retained in the rounded off value should be the same as that specified value in this standard. For the purpose of this 0216. IS No. Part 1 : Particle size and shape Part 2 : Estimation of deleterious materials 3. Title 3. This may also The standards listed below download provisions which. All standards are subject to 3. At the time of publication. NOTES 1 It is desirable to source 383 recycled free aggregates from sites being redeveloped for use in the same site.

    Table 1 Extent of Utilization Clause 4. 2016 : 3. Aggregate to be used for reinforced concrete shall not contain any material The manufactured aggregates shall be permitted with liable to attack the steel reinforcement. As far as dosnload. Table 8 and Table 9. This is subject to total deleterious materials including mica being limited to 8. Substance Test. Max Mass. In case of presence of both muscovite and biotite mica. The presence and pdf of frwe shall be determined by petrograpy at the time of selection and change of source.

    IS - - Free Download PDF Ebook

    Max index. Downlozd After carrying out the flakiness index test. Indices so worked out shall be added numerically to give combined flakiness and elongation a For aggregates to be : 30 percent. Where no tests for strength and durability rownload conducted. The combined flakiness and elongation index used in concrete for so obtained shall not exceed 40 percent for uncrushed wearing surfaces.

    A fine aggregate which fails in the testing of organic impurities may be used. Till a method is included in IS Part 2. Where tests are conducted to ensure adequate workability.

    [PDF] IS - - Free Download PDF

    Ref to Percentage by Percentage by Mass. Damage to concrete from this 5. IS : b For aggregates to be : In case the aggregate b For coarse aggregate : 12 percent when tested with sodium sulphate Na2SO4. If the number of particles containing free lime The aggregate abrasion value.

    The aggregate impact procedure given in Annex D. The iron unsoundness of may be determined in accordance with the method the slag aggregate when tested as per the specified in IS Part 4. The procedure shall such as runways. For chemical method for determination of potential these aggregate. In the 5. This and deleterious in field performance. Max reactive aggregates.

    Such slowly reactive aggregates 5. IS : The aggregate shall comply with the requirements as absence of field performance data. If test results indicate deleterious [see 4. Table 5 and regime. In such cases. With such aggregate. Table 4. It serpentine.

    For slowly carbonate reaction involving hydroxide ions associated reactive aggregates as explained in NOTE fownload alkalis sodium and potassium and certain calcitic above mortar bar method using dolomites and dolomitic limestones. In containing carbonates limestone aggregates or such a situation. The criteria for this test is as under: see Notes 2 and 3 i Expansions of less than 0. Clause 5.

    Table 3 Additional Requirements for all undulatory extinction angle and its mineral Manufactured Aggregates composition before conducting the test. The test is found to iv Water absorption. Max 70 in-aggregate. Characteristic Requirement 6. Max 2 be regarded as falling within that grading zone. Max 3. Max Sl No. Max 50 subject to a cumulative amount of 10 percent.

    III and IV. Max 2. The grading of the all- iii Total iron as FeO. Max 0. Grading Zones I. Max 10 not exceeding 5 percent for a particular sieve size. Max 40 ii Magnesium oxide as MgO. Where the Sl No. For any one of the nominal sizes. Designation Passing 4.

    All other tests shall be carried out as described purchaser. The most suitable fine to coarse ratio to be used for any particular mix will. Cree Sieve is increased to 20 percent. This does not affect the 5 percent allowance ;df in 6. IS The amount of material required for each test and shall be as specified in the relevant method of test given in IS Part 1 to IS Part 2106. Where so required by the Part 2. Designation iv 4. Batch Size Sample Size j In case of aggregates from other than natural to 20 sources.

    The bags in a sample shall be selected at random see Also the minus error in none of such bags in The aggregate 20166 also be marked with the Standard the sample shall exceed 4 percent of the specified net Mark. IS : kg or as agreed to between the purchaser and the legibly and indelibly marked with the following supplier.

    The tolerance on the quantity of aggregate information: in each bag or consignment shall be as per 9.

    is 383 pdf 2016 free download

    The slag after cooling can be further cooled by air and sprinkling of water. It is a light weight aggregate. Figure use as aggregates. It may also have long-term ramifications on in service durability.

    IS - - Free download as PDF File .pdf), Text File .txt) or read online for free. The BIS code discusses the selection of aggregates for Concrete and structure works. Guide the designer in choosing correct aggregates for various mix designs. Really useful for all civil engineers/5(32). General IS - All - - Deleterious Materials IS (i) Coal and lignite IS (Part 2) R See note 1 below Table 2One Once in a month for each type, source and classification of aggregate(ii) of IS The test shall be carried out whenever there is change in source or manufacturing process. Apr 03,  · Max Table 4 Additional Requirements for Iron and Steel proportion of other sizes. nominal sizes given in Table 7. Max ii) Total sulphur as S. The grading of the all- iii) Total iron as FeO. Max and Single-Sized Coarse Aggregates Coarse aggregates shall be supplied in the nominal sizes 7.

    The lime in the flux chemically combines with the aluminates and silicates of the iron ore and coke ash to form a FIG. The A Figure 2 shows typical granulated iron slag aggregate. Several of the key chemical properties are provided but the physical property of greatest concern is the high level of porosity compared to that present in naturally derived aggregates. Identifier-ark ark://tw55j Ocr ABBYY FineReader (Extended OCR) Ppi Rights PDF download. download 1 file. SINGLE PAGE PROCESSED JP2 ZIP download. download 1 file. TORRENT download. download 11 Files download. Sep 25,  · IS (): Specification for Coarse and Fine Aggregates From Natural Sources For Concrete [CED 2: Cement and Concrete] Indian Standard dural)lc, clear and free from veins and adherent coating; and tiee from irrjurious amounts of disintegrated, alkali, vegetable matter and otlicr deleterious substances. As far as possible,.File Size: 1MB. Download IS - DLSCRIB - Free, Fast and Secure. Home. IS - IS - Click the start the download. DOWNLOAD PDF. Report this file. Description The BIS code discusses the selection of aggregates for Concrete and structure works. About Us We believe everything in the internet must be free. So this tool was designed.

    This is important during construction. For use ppdf aggregates. This results in vitrified glassy material with a sand- like appearance. During its usage. In this case. Figure 3 shows typical steel slag aggregate. Steelmaking slag crushed and screened to produce different sizes of contains about 10 to 20 metallic iron percent by mass.

    2 thoughts on “Is 383 pdf 2016 free download”

    1. Jeff Camarillo:

      Uploaded by Public Resource on March 19, Internet Archive's 25th Anniversary Logo. Search icon An illustration of a magnifying glass.

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      Home Login Register Search. Report this link. Aggregates are important components for making concrete and properties of concrete are substantially affected by various characteristics of the aggregates used.

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