<rss version="2.0" xmlns:hwi="http://www.hanleywood.com" xmlns:tcm="http://www.tridion.com/ContentManager/5.0" xmlns:tcmse="http://www.tridion.com/ContentManager/5.1/TcmScriptAssistant" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:tcl="urn:TridionComponentLink"><channel><title>Concrete Construction Online Magazine: Specifications &amp; Testing</title><link>http://www.concreteconstructiononline.com/on-the-job/problem-clinic/specifications-and-testing.aspx?view=rss&amp;id=Query_tcm45625905</link><image><title /><url /><link /></image><description>
				The Information Source for the Home Building Industry
			</description><language>en-us</language><copyright>&amp;copy;2013 Hanleywood</copyright><pubDate>Fri, 15 Mar 2013 02:55:00 EST
	</pubDate><webMaster /><item><title>Floor Slab-on-grade Thickness</title><link>http://www.concreteconstructiononline.com/construction-tolerances/out-of-date-tolerance.aspx?rssLink=Out-of-date+Tolerance</link><description>Is the tolerance for the thickness of a floor-on-slab grade +3/8 inch and -1/4 inch?</description><pubDate>Fri, 15 Mar 2013 02:55:00 EST
      </pubDate><category>Construction Tolerances</category><category>Slab</category><category>Floor Flatness and Tolerance</category></item><item><title>Testing for Air in concrete</title><link>http://www.concreteconstructiononline.com/aggregates/testing-for-air-in-concrete.aspx?rssLink=Testing+for+Air+in+Concrete</link><description>
              &lt;a href=http://www.concreteconstructiononline.com/aggregates/testing-for-air-in-concrete.aspx?rssLink=Testing+for+Air+in+Concrete &gt;
              
              &lt;img src=/Images/tmp4CA9%2Etmp_tcm45-1112338.jpg width=90 height=60 alt=0312_CC_PC-hero-air_2.jpg(90) title=0312_CC_PC-hero-air_2.jpg(90) /&gt;&lt;/a&gt;
            Air content of concrete is usually tested with a pressure meter.</description><pubDate>Mon, 1 Oct 2012 04:10:46 EST
      </pubDate><category>Aggregates</category><category>Testing</category><category>Concrete</category></item><item><title>Too Much Air?</title><link>http://www.concreteconstructiononline.com/specifications/too-much-air.aspx?rssLink=Too+Much+Air%3f</link><description>The specifications for entrained-air content always include both minimum and maximum limits. I know that having too little entrained air reduces the concrete's resistance to freeze/thaw and deicer damage.</description><pubDate>Fri, 16 Dec 2011 01:21:34 EST
      </pubDate><category>Specifications</category><category>Concrete</category><category>Mix Design</category></item><item><title>The Importance of Reading Blueprints</title><link>http://www.concreteconstructiononline.com/books/the-importance-of-reading-blueprints.aspx?rssLink=The+Importance+of+Reading+Blueprints</link><description>
              &lt;a href=http://www.concreteconstructiononline.com/books/the-importance-of-reading-blueprints.aspx?rssLink=The+Importance+of+Reading+Blueprints &gt;
              
              &lt;img src=/Images/tmp3D2%2Etmp_tcm45-590905.jpg width=90 height=69 alt=CC100801042L1.jpg(90) title=CC100801042L1.jpg(90) /&gt;&lt;/a&gt;
            In Part 1 of our series on the importance of being able to read contract specifications, we look at reading blueprints.</description><pubDate>Wed, 15 Dec 2010 04:51:32 EST
      </pubDate><category>Specifications</category><category>Architects</category><category>Scaling</category><category>Retail Projects</category></item><item><title>Nondestructive Strength Testing</title><link>http://www.concreteconstructiononline.com/testing/nondestructive-strength-testing.aspx?rssLink=Nondestructive+Strength+Testing</link><description>Is there a way to determine the compressive strength of concrete in-place, without removing samples for laboratory testing?</description><pubDate>Sun, 12 Dec 2010 08:46:38 EST
      </pubDate><category>Testing</category><category>Concrete Strength</category><category>Hardeners and Densifiers</category></item><item><title>Controlling Moisture in Concrete Slabs </title><link>http://www.concreteconstructiononline.com/caulks-adhesives-and-sealants/high-and-dry.aspx?rssLink=High+and+Dry</link><description>Controlling moisture in concrete slabs can be tricky, but it's one of the most important factors a contractor needs to focus on.</description><pubDate>Sun, 12 Dec 2010 08:42:14 EST
      </pubDate><category>Moisture Barriers</category><category>Slab</category><category>Testing</category></item><item><title>What Caused This Scaling?</title><link>http://www.concreteconstructiononline.com/concrete-articles/what-caused-this-scaling.aspx?rssLink=What+Caused+This+Scaling%3f</link><description>Home builders here in the Denver area recently have had a rash of scaling driveways. Literally hundreds of driveways constructed over the past two to four years are showing isolated to widespread scaling. Our firm and others have met with the builders to help determine the causes. We have conducted petrographic analysis and chloride ion testing, and have generally concluded that the concrete was of lower quality, poorly placed, finished, and cured, as well as having poor air content or air spacing. Can you comment on this?

</description><pubDate>Sun, 12 Dec 2010 08:58:12 EST
      </pubDate><category>null</category></item><item><title>Testing SCC in the Field</title><link>http://www.concreteconstructiononline.com/concrete-construction/testing-scc-in-the-field.aspx?rssLink=Testing+SCC+in+the+field</link><description>
              &lt;a href=http://www.concreteconstructiononline.com/concrete-construction/testing-scc-in-the-field.aspx?rssLink=Testing+SCC+in+the+field &gt;
              
              &lt;img src=/Images/tmp1D2%2Etmp_tcm45-324863.jpg width=90 height=120 alt=CC060801060L1.jpg(90) title=CC060801060L1.jpg(90) /&gt;&lt;/a&gt;
            Questions about field tests for SCC are answered.</description><pubDate>Fri, 10 Dec 2010 06:15:35 EST
      </pubDate><category>Testing</category><category>Concrete</category><category>Consistency and Workability</category><category>Mix Design</category></item><item><title>Standardized tests for SCC</title><link>http://www.concreteconstructiononline.com/mix-design/standardized-tests-for-scc.aspx?rssLink=Standardized+tests+for+SCC</link><description>We are thinking about proposing the use of self-consolidating concrete on an upcoming project, but one challenge we face is coming up with acceptance criteria everybody feels comfortable with. What’s going on with the development of standardized tests for SCC?</description><pubDate>Fri, 10 Dec 2010 06:10:38 EST
      </pubDate><category>Mix Design</category><category>Testing</category></item><item><title>Calibration and certification</title><link>http://www.concreteconstructiononline.com/testing/calibration-and-certification.aspx?rssLink=Calibration+and+certification</link><description>Do you have to be certified to calibrate equipment used for air pressure in concrete?</description><pubDate>Fri, 10 Dec 2010 06:05:43 EST
      </pubDate><category>Testing</category><category>Air Void</category></item><item><title>Air Test Variability</title><link>http://www.concreteconstructiononline.com/testing/air-test-variability.aspx?rssLink=Air+test+variability</link><description>Is it common to get different air readings when using a pressure meter and a roll-a-meter or volumetric meter? I continually get a difference of about 0.8% to 1%, but I feel very sure my meters are calibrated correctly. The higher reading is from the pres</description><pubDate>Fri, 10 Dec 2010 06:05:51 EST
      </pubDate><category>Testing</category><category>Books</category><category>Air Void</category></item><item><title>Concrete Too Salty?</title><link>http://www.concreteconstructiononline.com/testing/concrete-too-salty.aspx?rssLink=Concrete+too+salty%3f</link><description>Does the water for concrete have to be completely void of salt (from seawater)? What happens if it is not?</description><pubDate>Fri, 10 Dec 2010 06:05:57 EST
      </pubDate><category>Testing</category></item><item><title>Core Test at 85%</title><link>http://www.concreteconstructiononline.com/testing/core-test-at-85.aspx?rssLink=Core+Test+at+85%25</link><description>ACI 301-99, Section 1.6.7.3, regarding core test results, maintains that concrete represented by core tests is considered adequate when the average compressive strength of the cores is equal to at least 85% of the specified strength. I’m looking for any information that explains the basis for this claim.</description><pubDate>Fri, 10 Dec 2010 06:04:37 EST
      </pubDate><category>Testing</category><category>Concrete Strength</category><category>Hardeners and Densifiers</category></item><item><title>SCC for Piles</title><link>http://www.concreteconstructiononline.com/cast-in-place-concrete/scc-for-piles.aspx?rssLink=SCC+for+Piles</link><description>We are considering using self-consolidating concrete in bored cast-in-place piles up to 20-m deep. How can we check the level of compaction? Are there clear specifications for testing SCC and test specimens preparation? We cannot locate any ASTM or similar standards or material and workmanship specifications for SCC.</description><pubDate>Fri, 10 Dec 2010 06:04:44 EST
      </pubDate><category>Cast in Place Concrete</category><category>Testing</category><category>Concrete</category></item><item><title>Slump Test Outdated?</title><link>http://www.concreteconstructiononline.com/consistency-and-workability/slump-test-outdated.aspx?rssLink=Slump+test+outdated%3f</link><description>I seem to remember reading that testing for slump was very outdated and that there is really no difference between a 5-inch slump and 61/2-inch slump. Is this true?</description><pubDate>Fri, 10 Dec 2010 06:04:01 EST
      </pubDate><category>Consistency and Workability</category><category>Testing</category></item><item><title>Excessive Water Beneath Slab</title><link>http://www.concreteconstructiononline.com/concrete-subgrade/excessive-water-beneath-slab.aspx?rssLink=Excessive+Water+Beneath+Slab</link><description>Our home is 2.5 years old, and the basement slab is constantly wet. Water is moving from the subgrade through the concrete. We did a pH test on the moisture, and it has a considerable acid content. The carpet, which was glued to the concrete, has come loose. What can we do about this problem?</description><pubDate>Fri, 10 Dec 2010 05:58:22 EST
      </pubDate><category>Concrete Subgrade</category><category>Repair</category><category>Slab</category><category>Testing</category></item><item><title>Use Pad Caps When Testing Cores?</title><link>http://www.concreteconstructiononline.com/testing/use-pad-caps-when-testing-cores.aspx?rssLink=Use+Pad+Caps+When+Testing+Cores%3f</link><description>ASTM C 42-99, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete, requires measuring the length of the capped specimen to the nearest 0.1 inch (2 mm) and using this length to compute the length-to-diameter ratio prior</description><pubDate>Fri, 10 Dec 2010 05:59:57 EST
      </pubDate><category>Testing</category><category>Concrete Strength</category></item><item><title>Effect of Concrete Strength and Slab Thickness on Floor Strength</title><link>http://www.concreteconstructiononline.com/testing/effect-of-concrete-strength-and-slab-thickness-on.aspx?rssLink=Effect+of+Concrete+Strength+and+Slab+Thickness+on+Floor+Strength</link><description>The specification for the floor of a maintenance building called for a 6-inch slab thickness and concrete with a design compressive strength of 3000 psi. The actual average cylinder strength for the floor concrete was 3630 psi. Four months after the floor</description><pubDate>Fri, 10 Dec 2010 05:59:51 EST
      </pubDate><category>Testing</category><category>Concrete Strength</category><category>Maintenance</category><category>Slab</category><category>Hardeners and Densifiers</category></item><item><title>Gas from Concrete?</title><link>http://www.concreteconstructiononline.com/portland-cement/gas-from-concrete.aspx?rssLink=Gas+from+Concrete%3f</link><description>We're building a concrete home for an owner who heard that concrete emits gas as it cures.</description><pubDate>Fri, 10 Dec 2010 05:59:11 EST
      </pubDate><category>Portland Cement</category><category>Cement</category><category>Testing</category><category>Admixtures</category><category>Concrete</category></item><item><title>Vertical Rebar Placement in Footings</title><link>http://www.concreteconstructiononline.com/rebar/vertical-rebar-placement-in-footings.aspx?rssLink=Vertical+Rebar+Placement+in+Footings</link><description>When placing vertical rebar in a residential footing, is it necessary to tie them in place before the concrete pour, or can workers just "stab" them in after the concrete has been placed and struck off?</description><pubDate>Fri, 10 Dec 2010 05:56:22 EST
      </pubDate><category>Rebar</category><category>Testing</category><category>Concrete Strength</category></item></channel></rss>