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	<title>Panchayat:Repo18/vol2-page1423 - Revision history</title>
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	<updated>2026-04-11T12:40:18Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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		<id>http://panchayatwiki.lsgkerala.gov.in/index.php?title=Panchayat:Repo18/vol2-page1423&amp;diff=4502&amp;oldid=prev</id>
		<title>Amalraj: &#039;b) Cube test: As per IS 516-2000, Results of individual cubes shall not vary more than 15% Frequency: Six cubes for every...&#039; താൾ സൃഷ്ടിച്ചിരിക്കുന്നു</title>
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		<updated>2018-01-06T08:57:21Z</updated>

		<summary type="html">&lt;p&gt;&amp;#039;b) Cube test: As per IS 516-2000, Results of individual cubes shall not vary more than 15% Frequency: Six cubes for every...&amp;#039; താൾ സൃഷ്ടിച്ചിരിക്കുന്നു&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;b) Cube test: As per IS 516-2000, Results of individual cubes shall not vary more than 15%&lt;br /&gt;
Frequency: Six cubes for every 50m of concrete or part thereof.&lt;br /&gt;
2) Strippingofformwork (OPC)&lt;br /&gt;
1) Walls and Columns after 16 to 24 hours&lt;br /&gt;
2) Slabs with props left-7 days.&lt;br /&gt;
3) Beams with span less than 6m with props left-14 days.&lt;br /&gt;
4) Beams with span more than 6m with props left-21 days.&lt;br /&gt;
Practical Recommendations:&lt;br /&gt;
a) Roof slabs shall have a minimum slope of 1% accommodated in the slab itself (not in the plastering works)&lt;br /&gt;
b) Rainwater down pipes shall be minimum 100mm in diameter.&lt;br /&gt;
Mandatory tests for Road Works at site level.&lt;br /&gt;
1) Earth work:&lt;br /&gt;
a) Dry sieving&lt;br /&gt;
b) Wet sieving&lt;br /&gt;
c) Liquid limit&lt;br /&gt;
d) Plastic limit&lt;br /&gt;
e) Proctor density&lt;br /&gt;
Plasticity index shall be less than 45% Compaction at OMC&lt;br /&gt;
CBRValue less than 1.76 gm/CC&lt;br /&gt;
Frequency oftesting: 1 per 4000m of soil.&lt;br /&gt;
Sub Base - WBM works (Gradation Test)&lt;br /&gt;
90 mm - 100% passing&lt;br /&gt;
63mm - 90 to 100%&lt;br /&gt;
53mm 25 to 75% 45mm O to 50% 4.75mm O to 5%&lt;br /&gt;
Residue shall not greater than 23%. Frequency: One test for 500m.&lt;br /&gt;
Base Course (36mm)WBM 63mm - 100% 53mm - 95 to 100% 45 mm - 65 to 90% 22.4mm - O to 10% 11.2mm O to 5% Residue shall not be greater than 23%. Frequency : One test for 500m. Post job test : Field density by sand replacement method. Frequency : One test for 2000m. Binder content : at designated lab frequency 1 perjob. Temperature test : 165 centigrade frequency regularity. Viscosity test: One per 10 tonnes. Asphalt Gradation&lt;br /&gt;
22.5 mm - 100% passing&lt;br /&gt;
11.2mm - O to 5%&lt;br /&gt;
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		<author><name>Amalraj</name></author>
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