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	<title>The Constructor &#187; Material Testing</title>
	<atom:link href="http://theconstructor.org/category/practical-guide/material-testing/feed/" rel="self" type="application/rss+xml" />
	<link>http://theconstructor.org</link>
	<description>The Constructor of Modern World!- A Home For Civil Engineers</description>
	<lastBuildDate>Mon, 06 Sep 2010 11:06:56 +0000</lastBuildDate>
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		<item>
		<title>TORSION PENDULUM TEST</title>
		<link>http://theconstructor.org/2010/09/torsion-pendulum-test/</link>
		<comments>http://theconstructor.org/2010/09/torsion-pendulum-test/#comments</comments>
		<pubDate>Mon, 06 Sep 2010 11:06:15 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/09/torsion-pendulum-test/</guid>
		<description><![CDATA[AIM To determine the shear modulus of the material of the given wire. EQUIPMENT 1. Torsion Pendulum. 2. Cylindrical wire. 3. Stop watch. 4. Venire Calipers. 5. Screw gauge. 6. Meter scale. SPECIMEN Steel wire, brass wire. TORSION PENDULUM APPARATUS The torsion pendulum apparatus consists of a (1) Torsion pendulum in the foam of disc [...]

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<a href="http://theconstructor.org/2010/03/compaction-factor-test/" title="COMPACTION FACTOR TEST" class="dark_perm">COMPACTION FACTOR TEST</a><br/>	
Compaction factor apparatus’ trowels, hand scoop (15.2 cm long), a rod of...<!-- (12.0355)-->
	

<a href="http://theconstructor.org/2010/03/slump-test/" title="SLUMP TEST" class="dark_perm">SLUMP TEST</a><br/>	
To study the workability (determine the consistency) of prepared concrete either in...<!-- (11.6524)-->
	

<a href="http://theconstructor.org/2009/04/biaxial-bending-and-torsion-of-steel-equal-angle-section-beams/" title="Biaxial Bending and Torsion of Steel Equal Angle Section Beams" class="dark_perm">Biaxial Bending and Torsion of Steel Equal Angle Section Beams</a><br/>	
Although steel single angle sections are commonly used as beams to support...<!-- (10.7075)-->
	

<a href="http://theconstructor.org/2010/02/the-charpy-impact-test/" title="THE CHARPY IMPACT TEST" class="dark_perm">THE CHARPY IMPACT TEST</a><br/>	
The Charpy impact test is one of the impact-testing that is used...<!-- (10.5033)-->
	

<a href="http://theconstructor.org/2010/05/compressive-strength-test-on-concrete-cylinders/" title="COMPRESSIVE STRENGTH TEST ON CONCRETE CYLINDERS" class="dark_perm">COMPRESSIVE STRENGTH TEST ON CONCRETE CYLINDERS</a><br/>	
AIM To determine the compressive strength of concrete cylinders. APPARATUS Compression testing...<!-- (10.0643)-->
	
]]></description>
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		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>ENVIRONMENTAL EXPOSURE CONDITIONS OF STRUCTURES</title>
		<link>http://theconstructor.org/2010/08/environmental-exposure-conditions-of-structures/</link>
		<comments>http://theconstructor.org/2010/08/environmental-exposure-conditions-of-structures/#comments</comments>
		<pubDate>Tue, 31 Aug 2010 14:36:52 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Cement]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Tips]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/08/environmental-exposure-conditions-of-structures/</guid>
		<description><![CDATA[ENVIRONMENTAL EXPOSURE CONDITIONS OF STRUCTURES Sl. No. Environment Exposure Conditions i Mild Concrete surfaces protected against weather or aggressive conditions, except those situated in coastal areas ii Moderate Concrete surface sheltered from severe rain or freezing whilst wet; concrete exposed to condensation and rain, concrete continuously under water; concrete in contact or buried under non-aggressive [...]

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<a href="http://theconstructor.org/2009/10/concretig-under-special-conditions/" title="Concretig Under Special Conditions" class="dark_perm">Concretig Under Special Conditions</a><br/>	
Work in Extreme Weather Conditions: Concreting operations done at atmospheric temperature above...<!-- (13.6066)-->
	

<a href="http://theconstructor.org/2010/04/rcc-structures-in-coastal-areas/" title="RCC STRUCTURES IN COASTAL AREAS" class="dark_perm">RCC STRUCTURES IN COASTAL AREAS</a><br/>	
The entire coastal belt of the Indian peninsula is considered as an...<!-- (13.2637)-->
	

<a href="http://theconstructor.org/2010/08/degree-of-workability-for-different-placing-conditions/" title="DEGREE OF WORKABILITY FOR DIFFERENT PLACING CONDITIONS" class="dark_perm">DEGREE OF WORKABILITY FOR DIFFERENT PLACING CONDITIONS</a><br/>	
&#160; DEGREE OF WORKABILITY FOR DIFFERENT PLACING CONDITIONS Placing Condition Degree of...<!-- (8.99065)-->
	

<a href="http://theconstructor.org/2010/08/properties-of-various-grades-of-ordinary-portland-cement-opc/" title="PROPERTIES OF VARIOUS GRADES OF ORDINARY PORTLAND CEMENT (OPC)" class="dark_perm">PROPERTIES OF VARIOUS GRADES OF ORDINARY PORTLAND CEMENT (OPC)</a><br/>	
&#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; Physical and...<!-- (8.68436)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-cement/" title="SPECIFIC GRAVITY OF CEMENT" class="dark_perm">SPECIFIC GRAVITY OF CEMENT</a><br/>	
AIM To determine the specific gravity is normally defined as the ratio...<!-- (8.29819)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/08/environmental-exposure-conditions-of-structures/feed/</wfw:commentRss>
		<slash:comments>1</slash:comments>
		</item>
		<item>
		<title>PROPERTIES OF AGGREGATES</title>
		<link>http://theconstructor.org/2010/08/properties-of-aggregates/</link>
		<comments>http://theconstructor.org/2010/08/properties-of-aggregates/#comments</comments>
		<pubDate>Mon, 30 Aug 2010 18:49:55 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Aggregates]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/08/properties-of-aggregates/</guid>
		<description><![CDATA[&#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; 1. &#160;AGGREGATES: BULK DENSITY, SPECIFIC GRAVITY AND VOIDS BULK DENSITY River sand Fine 1.44 Medium 1.52 Coarse 1.60 &#160; Beach or river shingle 1.60 Broken stone 1.60 Stone screenings 1.44 Broken Granite 1.68 &#160; SPECIFIC GRAVITY Trap 2.9 Granite 2.8 Gravel 2.66 Sand 2.65 &#160; VOIDS, [...]

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<a href="http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/" title="BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES" class="dark_perm">BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</a><br/>	
Aim To determine the bulk density and percentage voids of aggregate ....<!-- (18.5906)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (15.7231)-->
	

<a href="http://theconstructor.org/2010/02/estimated-quantities-of-materials-required-per-cubic-metre-of-compacted-mortar-or-concrete/" title="ESTIMATED QUANTITIES OF MATERIALS REQUIRED PER CUBIC METRE OF COMPACTED MORTAR OR CONCRETE" class="dark_perm">ESTIMATED QUANTITIES OF MATERIALS REQUIRED PER CUBIC METRE OF COMPACTED MORTAR OR CONCRETE</a><br/>	
NOMINAL MIX WATER CEMENT RATIO WATER PER 50KG BAG OF CEMENT CEMENT...<!-- (15.1587)-->
	

<a href="http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/" title="BULCKING OF FINE AGGREGATE" class="dark_perm">BULCKING OF FINE AGGREGATE</a><br/>	
AIM To study the behaviour of sand grains under varying percentage of...<!-- (14.3084)-->
	

<a href="http://theconstructor.org/2010/08/grading-limits-for-aggregates/" title="GRADING LIMITS FOR AGGREGATES" class="dark_perm">GRADING LIMITS FOR AGGREGATES</a><br/>	
GRADING LIMIT FOR SINGLE &#8211; SIZED AGGREGATES (Clause 4.1 and 4.2 of...<!-- (13.0469)-->
	
]]></description>
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		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>GRADING LIMITS FOR AGGREGATES</title>
		<link>http://theconstructor.org/2010/08/grading-limits-for-aggregates/</link>
		<comments>http://theconstructor.org/2010/08/grading-limits-for-aggregates/#comments</comments>
		<pubDate>Mon, 30 Aug 2010 16:38:31 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Recommended Mix]]></category>
		<category><![CDATA[Aggregates]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/08/grading-limits-for-aggregates/</guid>
		<description><![CDATA[GRADING LIMIT FOR SINGLE &#8211; SIZED AGGREGATES (Clause 4.1 and 4.2 of IS: 383- 1970) IS Sieve Percentage passing for single sized aggregates of nominal size(mm) 63 mm 40 mm 20 mm 16 mm 12.5 mm 10 mm 80 mm 100 - - - - - 63 mm 85 – 100 100 - - - [...]

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<a href="http://theconstructor.org/2010/08/properties-of-aggregates/" title="PROPERTIES OF AGGREGATES" class="dark_perm">PROPERTIES OF AGGREGATES</a><br/>	
&#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; 1. &#160;AGGREGATES: BULK...<!-- (14.7893)-->
	

<a href="http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/" title="BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES" class="dark_perm">BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</a><br/>	
Aim To determine the bulk density and percentage voids of aggregate ....<!-- (14.1366)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (12.9277)-->
	

<a href="http://theconstructor.org/2010/05/grain-size-analysis/" title="GRAIN SIZE ANALYSIS" class="dark_perm">GRAIN SIZE ANALYSIS</a><br/>	
AIM To determine the particle size distribution of the given fine aggregate...<!-- (10.4602)-->
	

<a href="http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/" title="BULCKING OF FINE AGGREGATE" class="dark_perm">BULCKING OF FINE AGGREGATE</a><br/>	
AIM To study the behaviour of sand grains under varying percentage of...<!-- (7.86093)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/08/grading-limits-for-aggregates/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>PROPERTIES OF VARIOUS GRADES OF ORDINARY PORTLAND CEMENT (OPC)</title>
		<link>http://theconstructor.org/2010/08/properties-of-various-grades-of-ordinary-portland-cement-opc/</link>
		<comments>http://theconstructor.org/2010/08/properties-of-various-grades-of-ordinary-portland-cement-opc/#comments</comments>
		<pubDate>Mon, 30 Aug 2010 13:17:06 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Cement]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/08/properties-of-various-grades-of-ordinary-portland-cement-opc/</guid>
		<description><![CDATA[&#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; Physical and Chemical Properties of Various Grades of Ordinary Portland Cement (OPC) Type of Cement 33 Grade (IS: 269-1989) 43 Grade (IS:8112-1989) 53 Grade (IS: 12269-1987) PHYSICAL PROPERITES &#160; Minimum Compressive Strength, N/mm2 &#160; &#160; &#160; 3 day 16 23 27 7 day 22 33 [...]

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<a href="http://theconstructor.org/2010/03/final-setting-time-of-cement/" title="FINAL SETTING TIME OF CEMENT" class="dark_perm">FINAL SETTING TIME OF CEMENT</a><br/>	
Take 400 gm of cement in a pan. Prepare a neat cement...<!-- (13.5569)-->
	

<a href="http://theconstructor.org/2010/03/initial-setting-time-of-cement-is-4031-is-269/" title="INITIAL SETTING TIME OF CEMENT (IS 4031, IS 269)" class="dark_perm">INITIAL SETTING TIME OF CEMENT (IS 4031, IS 269)</a><br/>	
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<a href="http://theconstructor.org/2010/05/soundness-of-cement/" title="SOUNDNESS OF CEMENT" class="dark_perm">SOUNDNESS OF CEMENT</a><br/>	
AIM To determine the soundness of cement by the Le-chatelier method &#160;...<!-- (13.0866)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-cement/" title="SPECIFIC GRAVITY OF CEMENT" class="dark_perm">SPECIFIC GRAVITY OF CEMENT</a><br/>	
AIM To determine the specific gravity is normally defined as the ratio...<!-- (12.7505)-->
	

<a href="http://theconstructor.org/2010/03/standard-consistency-of-cement/" title="STANDARD CONSISTENCY OF CEMENT" class="dark_perm">STANDARD CONSISTENCY OF CEMENT</a><br/>	
The standard consistency is that consistency, which will permit the vicat plunger...<!-- (12.309)-->
	
]]></description>
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		<slash:comments>1</slash:comments>
		</item>
		<item>
		<title>DEGREE OF WORKABILITY FOR DIFFERENT PLACING CONDITIONS</title>
		<link>http://theconstructor.org/2010/08/degree-of-workability-for-different-placing-conditions/</link>
		<comments>http://theconstructor.org/2010/08/degree-of-workability-for-different-placing-conditions/#comments</comments>
		<pubDate>Mon, 30 Aug 2010 12:10:25 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Mix Design]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Quality Control]]></category>
		<category><![CDATA[Recommended Mix]]></category>
		<category><![CDATA[Lab Tests]]></category>
		<category><![CDATA[Practical Civil Engineering]]></category>
		<category><![CDATA[Work Procedure]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/08/degree-of-workability-for-different-placing-conditions/</guid>
		<description><![CDATA[&#160; DEGREE OF WORKABILITY FOR DIFFERENT PLACING CONDITIONS Placing Condition Degree of Workability Slump (mm) Binding concrete, Shallow Sections Pavement using pavers Very low Use compacting factor test as per IS: 1199 Mass concrete, Lightly reinforced sections in slabs, beams, walls, columns, foors, hand placed pavements, canal linings, strip footings Low 25-75 Heavily Reinforced sections [...]

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<a href="http://theconstructor.org/2010/03/slump-test/" title="SLUMP TEST" class="dark_perm">SLUMP TEST</a><br/>	
To study the workability (determine the consistency) of prepared concrete either in...<!-- (11.1203)-->
	

<a href="http://theconstructor.org/2010/03/compaction-factor-test/" title="COMPACTION FACTOR TEST" class="dark_perm">COMPACTION FACTOR TEST</a><br/>	
Compaction factor apparatus’ trowels, hand scoop (15.2 cm long), a rod of...<!-- (10.6763)-->
	

<a href="http://theconstructor.org/2010/02/recommended-volumetric-mixes-for-various-types-of-construction/" title="RECOMMENDED VOLUMETRIC MIXES FOR VARIOUS TYPES OF CONSTRUCTION" class="dark_perm">RECOMMENDED VOLUMETRIC MIXES FOR VARIOUS TYPES OF CONSTRUCTION</a><br/>	
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<a href="http://theconstructor.org/2010/03/concrete-super-structure/" title="CONCRETE- SUPER STRUCTURE" class="dark_perm">CONCRETE- SUPER STRUCTURE</a><br/>	
Reinforcement shall be cut and placed as per the structural drawings and...<!-- (9.94414)-->
	

<a href="http://theconstructor.org/2010/05/compressive-strength-test-on-concrete-cylinders/" title="COMPRESSIVE STRENGTH TEST ON CONCRETE CYLINDERS" class="dark_perm">COMPRESSIVE STRENGTH TEST ON CONCRETE CYLINDERS</a><br/>	
AIM To determine the compressive strength of concrete cylinders. APPARATUS Compression testing...<!-- (9.26191)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/08/degree-of-workability-for-different-placing-conditions/feed/</wfw:commentRss>
		<slash:comments>1</slash:comments>
		</item>
		<item>
		<title>GRAIN SIZE ANALYSIS</title>
		<link>http://theconstructor.org/2010/05/grain-size-analysis/</link>
		<comments>http://theconstructor.org/2010/05/grain-size-analysis/#comments</comments>
		<pubDate>Mon, 10 May 2010 06:15:57 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Aggregates]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/grain-size-analysis/</guid>
		<description><![CDATA[AIM To determine the particle size distribution of the given fine aggregate and to determine ,the fineness modulus,the effective size and uniformly coefficent . THEORY Fine aggregate is the sand used in mortars. Coarse aggregate is the broken stone used in concrete .The coarse aggregate unless mixed with fine aggregate serves no purpose in cement [...]

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<a href="http://theconstructor.org/2010/05/aggregate-crushing-value/" title="AGGREGATE CRUSHING VALUE" class="dark_perm">AGGREGATE CRUSHING VALUE</a><br/>	
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<a href="http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/" title="BULCKING OF FINE AGGREGATE" class="dark_perm">BULCKING OF FINE AGGREGATE</a><br/>	
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<a href="http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/" title="BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES" class="dark_perm">BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</a><br/>	
Aim To determine the bulk density and percentage voids of aggregate ....<!-- (16.4066)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (15.6785)-->
	

<a href="http://theconstructor.org/2010/02/determination-of-aggregate-impact-value/" title="DETERMINATION OF AGGREGATE IMPACT VALUE" class="dark_perm">DETERMINATION OF AGGREGATE IMPACT VALUE</a><br/>	
DETERMINATION OF AGGREGATE IMPACT VALUE AIM: (i) to determine the impact value...<!-- (11.7096)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/grain-size-analysis/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>BULCKING OF FINE AGGREGATE</title>
		<link>http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/</link>
		<comments>http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/#comments</comments>
		<pubDate>Mon, 10 May 2010 05:56:22 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Aggregates]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/</guid>
		<description><![CDATA[AIM To study the behaviour of sand grains under varying percentage of moisture content . APPARATUES. 250 ml measuring cylinder ,weighing balance etc . PROCEDURE (i) Take 500gm (W1) of the aggregate. (ii) Keep the sample in an oven in a tray at a temperature of 100°C-110° C for 24 ± 0.5 hours . (iii) [...]

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<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (19.832)-->
	

<a href="http://theconstructor.org/2010/05/aggregate-crushing-value/" title="AGGREGATE CRUSHING VALUE" class="dark_perm">AGGREGATE CRUSHING VALUE</a><br/>	
AIM To determine the aggregate crushing value of coarse aggregate. &#8221;The aggregate...<!-- (18.0706)-->
	

<a href="http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/" title="BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES" class="dark_perm">BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</a><br/>	
Aim To determine the bulk density and percentage voids of aggregate ....<!-- (13.6373)-->
	

<a href="http://theconstructor.org/2010/05/grain-size-analysis/" title="GRAIN SIZE ANALYSIS" class="dark_perm">GRAIN SIZE ANALYSIS</a><br/>	
AIM To determine the particle size distribution of the given fine aggregate...<!-- (13.1946)-->
	

<a href="http://theconstructor.org/2010/02/determination-of-aggregate-impact-value/" title="DETERMINATION OF AGGREGATE IMPACT VALUE" class="dark_perm">DETERMINATION OF AGGREGATE IMPACT VALUE</a><br/>	
DETERMINATION OF AGGREGATE IMPACT VALUE AIM: (i) to determine the impact value...<!-- (12.934)-->
	
]]></description>
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		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</title>
		<link>http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/</link>
		<comments>http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/#comments</comments>
		<pubDate>Mon, 10 May 2010 05:40:29 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Aggregates]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/</guid>
		<description><![CDATA[Aim To determine the bulk density and percentage voids of aggregate . Apparatus (I)Balance -A balance sensitive to 0.5% of the weight of the sample to be weighed . (ii) Cylindrical Metal Measure- The measure shall be of 3,15 or 30 liters capacity and shall comply with the requirements given below. . . . Size [...]

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<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (19.3429)-->
	

<a href="http://theconstructor.org/2010/08/properties-of-aggregates/" title="PROPERTIES OF AGGREGATES" class="dark_perm">PROPERTIES OF AGGREGATES</a><br/>	
&#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; &#160; 1. &#160;AGGREGATES: BULK...<!-- (18.0688)-->
	

<a href="http://theconstructor.org/2010/05/aggregate-crushing-value/" title="AGGREGATE CRUSHING VALUE" class="dark_perm">AGGREGATE CRUSHING VALUE</a><br/>	
AIM To determine the aggregate crushing value of coarse aggregate. &#8221;The aggregate...<!-- (16.9313)-->
	

<a href="http://theconstructor.org/2010/08/grading-limits-for-aggregates/" title="GRADING LIMITS FOR AGGREGATES" class="dark_perm">GRADING LIMITS FOR AGGREGATES</a><br/>	
GRADING LIMIT FOR SINGLE &#8211; SIZED AGGREGATES (Clause 4.1 and 4.2 of...<!-- (14.7878)-->
	

<a href="http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/" title="BULCKING OF FINE AGGREGATE" class="dark_perm">BULCKING OF FINE AGGREGATE</a><br/>	
AIM To study the behaviour of sand grains under varying percentage of...<!-- (14.4548)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</title>
		<link>http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/</link>
		<comments>http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/#comments</comments>
		<pubDate>Mon, 10 May 2010 05:13:33 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Aggregates]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/</guid>
		<description><![CDATA[AIM To determine the specific gravity of given sample of fine and coarse aggregates. &#160; SPECIFIC GRAVITTY OF COARSE AGGREGATE. Apparatus A balance or scale of capacity not less than 3 kg, readable and accurate to 0.5 g and of such a type and shape as to permit the basket containing the sample to be [...]

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<a href="http://theconstructor.org/2010/02/specific-gravity-and-water-absorption-test/" title="SPECIFIC GRAVITY AND WATER ABSORPTION TEST" class="dark_perm">SPECIFIC GRAVITY AND WATER ABSORPTION TEST</a><br/>	
SPECIFIC GRAVITY AND WATER ABSORPTION TEST AIM: i) To measure the strength...<!-- (37.61)-->
	

<a href="http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/" title="BULCKING OF FINE AGGREGATE" class="dark_perm">BULCKING OF FINE AGGREGATE</a><br/>	
AIM To study the behaviour of sand grains under varying percentage of...<!-- (26.2653)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-cement/" title="SPECIFIC GRAVITY OF CEMENT" class="dark_perm">SPECIFIC GRAVITY OF CEMENT</a><br/>	
AIM To determine the specific gravity is normally defined as the ratio...<!-- (24.1137)-->
	

<a href="http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/" title="BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES" class="dark_perm">BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</a><br/>	
Aim To determine the bulk density and percentage voids of aggregate ....<!-- (22.6452)-->
	

<a href="http://theconstructor.org/2010/05/aggregate-crushing-value/" title="AGGREGATE CRUSHING VALUE" class="dark_perm">AGGREGATE CRUSHING VALUE</a><br/>	
AIM To determine the aggregate crushing value of coarse aggregate. &#8221;The aggregate...<!-- (13.7437)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/feed/</wfw:commentRss>
		<slash:comments>1</slash:comments>
		</item>
		<item>
		<title>AGGREGATE CRUSHING VALUE</title>
		<link>http://theconstructor.org/2010/05/aggregate-crushing-value/</link>
		<comments>http://theconstructor.org/2010/05/aggregate-crushing-value/#comments</comments>
		<pubDate>Wed, 05 May 2010 05:27:13 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Aggregates]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/aggregate-crushing-value/</guid>
		<description><![CDATA[AIM To determine the aggregate crushing value of coarse aggregate. &#8221;The aggregate crushing value gives a relative measure of the resistance of an aggregate crushing under gradually applied compressive load . With aggregate crushing value 30 or higher&#8217; the result may be anomalous and in such cases the ten percent fines value should be determined [...]

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<a href="http://theconstructor.org/2010/02/determination-of-aggregate-impact-value/" title="DETERMINATION OF AGGREGATE IMPACT VALUE" class="dark_perm">DETERMINATION OF AGGREGATE IMPACT VALUE</a><br/>	
DETERMINATION OF AGGREGATE IMPACT VALUE AIM: (i) to determine the impact value...<!-- (20.4488)-->
	

<a href="http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/" title="BULCKING OF FINE AGGREGATE" class="dark_perm">BULCKING OF FINE AGGREGATE</a><br/>	
AIM To study the behaviour of sand grains under varying percentage of...<!-- (20.4061)-->
	

<a href="http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/" title="BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES" class="dark_perm">BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</a><br/>	
Aim To determine the bulk density and percentage voids of aggregate ....<!-- (15.2059)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (14.0472)-->
	

<a href="http://theconstructor.org/2010/05/grain-size-analysis/" title="GRAIN SIZE ANALYSIS" class="dark_perm">GRAIN SIZE ANALYSIS</a><br/>	
AIM To determine the particle size distribution of the given fine aggregate...<!-- (12.9342)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/aggregate-crushing-value/feed/</wfw:commentRss>
		<slash:comments>1</slash:comments>
		</item>
		<item>
		<title>SOUNDNESS OF CEMENT</title>
		<link>http://theconstructor.org/2010/05/soundness-of-cement/</link>
		<comments>http://theconstructor.org/2010/05/soundness-of-cement/#comments</comments>
		<pubDate>Wed, 05 May 2010 05:16:33 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Cement]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/soundness-of-cement/</guid>
		<description><![CDATA[AIM To determine the soundness of cement by the Le-chatelier method &#160; APPARATUS Le- chatelier mould The mould consist of a small split cylinder of spring brass or other suitable metal of 0.5mm thickness forming of a mould 30mm internal diameter and 30mm height . On either side of the split are attached to indicators [...]

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<a href="http://theconstructor.org/2010/03/initial-setting-time-of-cement-is-4031-is-269/" title="INITIAL SETTING TIME OF CEMENT (IS 4031, IS 269)" class="dark_perm">INITIAL SETTING TIME OF CEMENT (IS 4031, IS 269)</a><br/>	
Take 400 gm of cement in a pan. Prepare a neat cement...<!-- (21.0647)-->
	

<a href="http://theconstructor.org/2010/03/final-setting-time-of-cement/" title="FINAL SETTING TIME OF CEMENT" class="dark_perm">FINAL SETTING TIME OF CEMENT</a><br/>	
Take 400 gm of cement in a pan. Prepare a neat cement...<!-- (20.5987)-->
	

<a href="http://theconstructor.org/2010/03/standard-consistency-of-cement/" title="STANDARD CONSISTENCY OF CEMENT" class="dark_perm">STANDARD CONSISTENCY OF CEMENT</a><br/>	
The standard consistency is that consistency, which will permit the vicat plunger...<!-- (19.6628)-->
	

<a href="http://theconstructor.org/2010/03/slump-test/" title="SLUMP TEST" class="dark_perm">SLUMP TEST</a><br/>	
To study the workability (determine the consistency) of prepared concrete either in...<!-- (13.7614)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-cement/" title="SPECIFIC GRAVITY OF CEMENT" class="dark_perm">SPECIFIC GRAVITY OF CEMENT</a><br/>	
AIM To determine the specific gravity is normally defined as the ratio...<!-- (13.1923)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/soundness-of-cement/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>SPECIFIC GRAVITY OF CEMENT</title>
		<link>http://theconstructor.org/2010/05/specific-gravity-of-cement/</link>
		<comments>http://theconstructor.org/2010/05/specific-gravity-of-cement/#comments</comments>
		<pubDate>Wed, 05 May 2010 05:07:46 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Cement]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/specific-gravity-of-cement/</guid>
		<description><![CDATA[AIM To determine the specific gravity is normally defined as the ratio between the weight of a given volume of material and weight of an equal volume of water.To determine the specific gravity of cement, kerosene which doe snot recent with cement is used. &#160; APPARATUES Le Chaterlier”s flask, weighing balance, kerosene (free from water). [...]

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<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (21.9282)-->
	

<a href="http://theconstructor.org/2010/02/specific-gravity-and-water-absorption-test/" title="SPECIFIC GRAVITY AND WATER ABSORPTION TEST" class="dark_perm">SPECIFIC GRAVITY AND WATER ABSORPTION TEST</a><br/>	
SPECIFIC GRAVITY AND WATER ABSORPTION TEST AIM: i) To measure the strength...<!-- (19.0124)-->
	

<a href="http://theconstructor.org/2010/03/initial-setting-time-of-cement-is-4031-is-269/" title="INITIAL SETTING TIME OF CEMENT (IS 4031, IS 269)" class="dark_perm">INITIAL SETTING TIME OF CEMENT (IS 4031, IS 269)</a><br/>	
Take 400 gm of cement in a pan. Prepare a neat cement...<!-- (13.0916)-->
	

<a href="http://theconstructor.org/2010/03/final-setting-time-of-cement/" title="FINAL SETTING TIME OF CEMENT" class="dark_perm">FINAL SETTING TIME OF CEMENT</a><br/>	
Take 400 gm of cement in a pan. Prepare a neat cement...<!-- (12.927)-->
	

<a href="http://theconstructor.org/2010/03/standard-consistency-of-cement/" title="STANDARD CONSISTENCY OF CEMENT" class="dark_perm">STANDARD CONSISTENCY OF CEMENT</a><br/>	
The standard consistency is that consistency, which will permit the vicat plunger...<!-- (12.6744)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/specific-gravity-of-cement/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>COMPRESSIVE STRENGTH TEST ON CONCRETE CYLINDERS</title>
		<link>http://theconstructor.org/2010/05/compressive-strength-test-on-concrete-cylinders/</link>
		<comments>http://theconstructor.org/2010/05/compressive-strength-test-on-concrete-cylinders/#comments</comments>
		<pubDate>Wed, 05 May 2010 04:55:02 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/compressive-strength-test-on-concrete-cylinders/</guid>
		<description><![CDATA[AIM To determine the compressive strength of concrete cylinders. APPARATUS Compression testing machine, cylinder mould of 150mm diameter and 300mm height, weighing balance. PROCEDURE (i) Cast the cylinder and cure for 28 days. (ii) Takeout the specimen from the curing tank. (iii) Wipe out the excess water from the surface of specimen. (iv) Place the [...]

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<a href="http://theconstructor.org/2010/03/compressive-strength-of-concrete-cubes/" title="COMPRESSIVE STRENGTH OF CONCRETE CUBES" class="dark_perm">COMPRESSIVE STRENGTH OF CONCRETE CUBES</a><br/>	
To determine the compressive strength of concrete specimens prepared and to verify...<!-- (37.6202)-->
	

<a href="http://theconstructor.org/2010/04/splitting-tensile-strength-test-on-concrete-cylenders/" title="SPLITTING TENSILE STRENGTH TEST ON CONCRETE CYLENDERS" class="dark_perm">SPLITTING TENSILE STRENGTH TEST ON CONCRETE CYLENDERS</a><br/>	
AIM To determine the splitting tensile of concrete. APPARATUS Compression testing machine,...<!-- (31.8082)-->
	

<a href="http://theconstructor.org/2010/03/compressive-strength-of-mortar-cubes/" title="COMPRESSIVE STRENGTH OF MORTAR CUBES" class="dark_perm">COMPRESSIVE STRENGTH OF MORTAR CUBES</a><br/>	
Take 200gm of cement and 600gm of standard sand in the proportion...<!-- (22.3805)-->
	

<a href="http://theconstructor.org/2010/02/the-charpy-impact-test/" title="THE CHARPY IMPACT TEST" class="dark_perm">THE CHARPY IMPACT TEST</a><br/>	
The Charpy impact test is one of the impact-testing that is used...<!-- (17.2286)-->
	

<a href="http://theconstructor.org/2010/04/determination-of-modulus-of-elasticity-of-concrete/" title="DETERMINATION OF MODULUS OF ELASTICITY OF CONCRETE" class="dark_perm">DETERMINATION OF MODULUS OF ELASTICITY OF CONCRETE</a><br/>	
AIM To determine the modulus of elasticity of concrete. SPECIMEN Concrete calender...<!-- (16.7134)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/compressive-strength-test-on-concrete-cylinders/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>DETERMINATION OF MODULUS OF ELASTICITY OF CONCRETE</title>
		<link>http://theconstructor.org/2010/04/determination-of-modulus-of-elasticity-of-concrete/</link>
		<comments>http://theconstructor.org/2010/04/determination-of-modulus-of-elasticity-of-concrete/#comments</comments>
		<pubDate>Wed, 07 Apr 2010 03:29:16 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/04/determination-of-modulus-of-elasticity-of-concrete/</guid>
		<description><![CDATA[AIM To determine the modulus of elasticity of concrete. SPECIMEN Concrete calender 15 cm diameter and 30cm long PROCDURE Setting Up of Compressometer (i) Assemble the top and bottom frame by keeping the spacers in position. (ii) Keep the pivot rod on the screws and lock them in position. (iii) Keep the tightening screws of [...]

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<a href="http://theconstructor.org/2010/03/compressive-strength-of-concrete-cubes/" title="COMPRESSIVE STRENGTH OF CONCRETE CUBES" class="dark_perm">COMPRESSIVE STRENGTH OF CONCRETE CUBES</a><br/>	
To determine the compressive strength of concrete specimens prepared and to verify...<!-- (14.1733)-->
	

<a href="http://theconstructor.org/2010/05/compressive-strength-test-on-concrete-cylinders/" title="COMPRESSIVE STRENGTH TEST ON CONCRETE CYLINDERS" class="dark_perm">COMPRESSIVE STRENGTH TEST ON CONCRETE CYLINDERS</a><br/>	
AIM To determine the compressive strength of concrete cylinders. APPARATUS Compression testing...<!-- (14.1467)-->
	

<a href="http://theconstructor.org/2010/03/tests-on-hardened-concrete/" title="TESTS ON HARDENED CONCRETE" class="dark_perm">TESTS ON HARDENED CONCRETE</a><br/>	
Properties of Hardened Concrete Early volume change Creep Properties Permeability Stress-Strain Relation...<!-- (12.7626)-->
	

<a href="http://theconstructor.org/2010/04/splitting-tensile-strength-test-on-concrete-cylenders/" title="SPLITTING TENSILE STRENGTH TEST ON CONCRETE CYLENDERS" class="dark_perm">SPLITTING TENSILE STRENGTH TEST ON CONCRETE CYLENDERS</a><br/>	
AIM To determine the splitting tensile of concrete. APPARATUS Compression testing machine,...<!-- (11.6483)-->
	

<a href="http://theconstructor.org/2010/03/properties-of-concrete-3/" title="PROPERTIES OF CONCRETE:" class="dark_perm">PROPERTIES OF CONCRETE:</a><br/>	
Concrete is known by its grade which is designated as M15, M20...<!-- (10.1315)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/04/determination-of-modulus-of-elasticity-of-concrete/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
	</channel>
</rss>
