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	<title>Panchayat:Repo18/vol2-page1422 - Revision history</title>
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	<updated>2026-04-11T22:05:28Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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		<title>Amalraj: &#039;2) Water absorption. Shall not be more than 15% by weight. 3) Crushing strength. Shall not be less than 3.5 Kg/cm, arrived...&#039; താൾ സൃഷ്ടിച്ചിരിക്കുന്നു</title>
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		<updated>2018-01-06T08:55:53Z</updated>

		<summary type="html">&lt;p&gt;&amp;#039;2) Water absorption. Shall not be more than 15% by weight. 3) Crushing strength. Shall not be less than 3.5 Kg/cm, arrived...&amp;#039; താൾ സൃഷ്ടിച്ചിരിക്കുന്നു&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;2) Water absorption.&lt;br /&gt;
Shall not be more than 15% by weight. 3) Crushing strength.&lt;br /&gt;
Shall not be less than 3.5 Kg/cm, arrived at on an average of 6 brickstested. 4) Drop down test.&lt;br /&gt;
Bricks dropped from 1.0m height shall be intact. 5) Frequency of testing.&lt;br /&gt;
As and when source of supply changes. 2. Water 1) pH of water: shall not be less than 6. 2) Organic impurities: less than 2000 mg/litre. 3) Inorganic impurities: less than 3000 mg/litre. 4)Sulphites (SO3): less than 400 mg/litre. 5) Chlorides (CI): less than 500mg/litre for RCC works. 6) Chlorides (Cl): less than 2000mg/litre for other works. 7)Suspended matter: less than 2000mg/litre. Frequency testing: Once in 3 months or when the source changes. 3. Steel 1) Mean diameter: Checked on 3 samples of each size. 2) Weight per meter: Checked on 3 samples of each size on a 1.0m long piece. 3) Ductility (On bars below 20mm dia): 3 times bending should not cause break. 4) Tensile strength of Steelbars: To be ascertained at laboratory level on each size of bars Frequency of testing: On every fresh batch upon arrival. 4. Cement Manufacture&amp;#039;s test certificate of every batch is mandatory. 5. Fine Aggregate Shall confirm to zone I as designated in IS383. Sieve Analysis to be carried out at site, Particle size&lt;br /&gt;
distribution.&lt;br /&gt;
10 mm 100% passing 4.75 mm - 90 to 100% 2.36 mm - 60 to 95% 1.1 8 mm - 30 to 70% 600 miCrons - 15 to 34% 300 microns - O5 to 20%&lt;br /&gt;
150 microns - O to 10%&lt;br /&gt;
6. Coarse Aggregate Particle size distribution. 40 mm 100% passing 20mm 95 to 100% 4,75 mm - 3O to 50% 600 miCrOnS - 10 to 30% 150 microns - O to O6%&lt;br /&gt;
Frequency of testing: When the source changes&lt;br /&gt;
7. Concrete Work&lt;br /&gt;
1) Mandatory test a) Slump test: 50/100mm for roofs, beams, slabs etc. tolerance is 25mm&lt;br /&gt;
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		<author><name>Amalraj</name></author>
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