<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: Surface Issues</title><link>http://www.concreteconstructiononline.com/on-the-job/problem-clinic/surface-issues.aspx?view=rss&amp;id=Query_tcm45625906</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, 16 Dec 2011 01:31:05 EST
	</pubDate><webMaster /><item><title>What's Hot?</title><link>http://www.concreteconstructiononline.com/cracking-and-crazing/whats-hot.aspx?rssLink=What%e2%80%99s+Hot%3f</link><description>How do I know when to use hot weather concreteing techniques?</description><pubDate>Fri, 16 Dec 2011 01:31:05 EST
      </pubDate><category>Cracking and Crazing</category><category>Curing Blankets</category></item><item><title>Fog Spraying and Concrete Strength</title><link>http://www.concreteconstructiononline.com/concrete-strength/fog-spraying-and-concrete-strength.aspx?rssLink=Fog+Spraying+and+Concrete+Strength</link><description>If we fog spray flatwork to help prevent shrinkage cracking, is there any danger of increasing the water-cement ratio at the surface and reducing the strength of the concrete?</description><pubDate>Fri, 16 Dec 2011 01:30:45 EST
      </pubDate><category>Concrete Strength</category><category>Water-Cement Ratio</category><category>Cracking and Crazing</category></item><item><title>Concrete Expansion Joints</title><link>http://www.concreteconstructiononline.com/joints/concrete-expansion-joints.aspx?rssLink=Concrete+Expansion+Joints</link><description>Are joints in concrete meant to accommodate expansion or contraction? Someone told me that what I've always called expansion joints I should now call contraction joints. Does this mean that concrete doesn't expand? What are these joints actually supposed to do?</description><pubDate>Wed, 15 Dec 2010 03:14:24 EST
      </pubDate><category>Joints</category><category>Concrete Expansion</category><category>Slab</category><category>Cracking and Crazing</category></item><item><title>SCC in Tilt-Up Applications</title><link>http://www.concreteconstructiononline.com/cracking-and-crazing/scc-in-tilt-up-applications.aspx?rssLink=SCC+in+Tilt-Up+Applications</link><description>Q: Can self-consolidating concrete be used for tilt-up panels? What does the finish look like, and are plastic shrinkage cracks a problem?</description><pubDate>Sun, 12 Dec 2010 08:50:17 EST
      </pubDate><category>Cracking and Crazing</category><category>Tilt-Up</category></item><item><title>Biting the Dust</title><link>http://www.concreteconstructiononline.com/cracking-and-crazing/biting-the-dust.aspx?rssLink=Biting+the+Dust</link><description>The owner of a recently constructed manufacturing facility contacted us to help solve a problem with the concrete floor's surface.</description><pubDate>Sun, 12 Dec 2010 08:34:01 EST
      </pubDate><category>Cracking and Crazing</category><category>Slab</category><category>Concrete</category><category>Bleeding</category><category>Curing Blankets</category></item><item><title>Proper Prep Before Work Starts</title><link>http://www.concreteconstructiononline.com/cracking-and-crazing/proper-prep-before-work-starts.aspx?rssLink=Proper+Prep+Before+Work+Starts</link><description>
              &lt;a href=http://www.concreteconstructiononline.com/cracking-and-crazing/proper-prep-before-work-starts.aspx?rssLink=Proper+Prep+Before+Work+Starts &gt;
              
              &lt;img src=/Images/tmp1BE%2Etmp_tcm45-587389.jpg width=90 height=80 alt=CS091201031L1.jpg(90) title=CS091201031L1.jpg(90) /&gt;&lt;/a&gt;
            I'm relatively new to the concrete polishing business. My company has been involved in treating stone and tile floors for years, and recently began to polish more concrete surfaces. Recently, we were asked to bid on a project that featured a concrete floo</description><pubDate>Thu, 16 Dec 2010 01:21:14 EST
      </pubDate><category>Cracking and Crazing</category><category>Repair</category><category>Polishing</category><category>Concrete Surfaces</category></item><item><title>Fixing a Curling Floor</title><link>http://www.concreteconstructiononline.com/concrete-articles/fixing-a-curling-floor.aspx?rssLink=Fixing+a+Curling+Floor</link><description>The contractor says it is a workmanship problem between me and the excavator. What are your thoughts on this and how should I go about repairing it? The contractor suggested pumping grout under the floor at the joints, but I don't think that is a good ide</description><pubDate>Sun, 12 Dec 2010 08:40:42 EST
      </pubDate><category>Joints</category><category>Slab</category><category>Cracking and Crazing</category><category>Mix Design</category></item><item><title>The Relevance of Microcracking</title><link>http://www.concreteconstructiononline.com/internet/the-relevance-of-microcracking.aspx?rssLink=The+Relevance+of+Microcracking</link><description>What is microcracking? As a small concrete contractor, should I be concerned about it?

</description><pubDate>Sun, 12 Dec 2010 08:55:54 EST
      </pubDate><category>Internet</category></item><item><title>Grinding Questions From a Novice</title><link>http://www.concreteconstructiononline.com/concrete-construction/grinding-questions-from-a-novice.aspx?rssLink=Grinding+Questions+From+a+Novice</link><description>I am the building manager for a large church on the East Coast. We recently have contracted with a company to grind and overlay about 5000 square feet of our church.</description><pubDate>Tue, 5 Jun 2012 05:06:47 EST
      </pubDate><category>Efflorescence</category><category>Concrete</category><category>Grinding and Grooving</category><category>Decorative Concrete</category><category>Bleeding</category><category>Concrete Texture and Stamping</category></item><item><title>Did Salt Finish Affect Color?</title><link>http://www.concreteconstructiononline.com/concrete-construction/did-salt-finish-affect-color.aspx?rssLink=Did+Salt+Finish+Affect+Color%3f</link><description>I am the building manager for a large church on the East Coast. We recently have contracted with a company to grind and overlay about 5000 square feet of our church.</description><pubDate>Mon, 13 Dec 2010 10:16:36 EST
      </pubDate><category>Efflorescence</category><category>Concrete</category><category>Grinding and Grooving</category><category>Decorative Concrete</category><category>Bleeding</category><category>Concrete Texture and Stamping</category></item><item><title>Problem Clinic: Why Does Concrete Discolor?</title><link>http://www.concreteconstructiononline.com/concrete-construction/why-does-concrete-discolor.aspx?rssLink=Problem+Clinic%3a+Why+Does+Concrete+Discolor%3f</link><description>
              &lt;a href=http://www.concreteconstructiononline.com/concrete-construction/why-does-concrete-discolor.aspx?rssLink=Problem+Clinic%3a+Why+Does+Concrete+Discolor%3f &gt;
              
              &lt;img src=/Images/tmp91%2Etmp_tcm45-336540.jpg width=90 height=63 alt=CS080801015L1.jpg(90) title=CS080801015L1.jpg(90) /&gt;&lt;/a&gt;
            Why does concrete discolor even though the specifications (wet cure) were followed without exception?</description><pubDate>Tue, 21 Dec 2010 01:56:35 EST
      </pubDate><category>Concrete</category><category>Slab</category><category>Aggregates</category><category>Bleeding</category><category>Water-Cement Ratio</category><category>Efflorescence</category><category>Concrete Curing</category><category>Cementitious Materials and Pozzolans</category><category>Curing Blankets</category></item><item><title>Birdbaths</title><link>http://www.concreteconstructiononline.com/concrete-construction/problem-clinic-birdbaths.aspx?rssLink=Problem+Clinic%3a+Birdbaths</link><description>
              &lt;a href=http://www.concreteconstructiononline.com/concrete-construction/problem-clinic-birdbaths.aspx?rssLink=Problem+Clinic%3a+Birdbaths &gt;
              
              &lt;img src=/Images/tmp7A%2Etmp_tcm45-336436.jpg width=90 height=58 alt=CS071201021L1.jpg(90) title=CS071201021L1.jpg(90) /&gt;&lt;/a&gt;
            I am bidding on treating a concrete slab and one of the specified requirements is that there not be any birdbaths. The final surface will be flooded to see if this has been achieved. Do you have any suggestions?</description><pubDate>Tue, 21 Dec 2010 01:54:22 EST
      </pubDate><category>Slab</category><category>Concrete</category><category>Floor Flatness and Tolerance</category><category>Floor Levelness</category><category>Bleeding</category><category>Cracking and Crazing</category></item><item><title>Re-entrant Corner Problems</title><link>http://www.concreteconstructiononline.com/foundation/problem-clinic-re-entrant-corner-problems.aspx?rssLink=Problem+Clinic%3a+Re-entrant+Corner+Problems</link><description>
              &lt;a href=http://www.concreteconstructiononline.com/foundation/problem-clinic-re-entrant-corner-problems.aspx?rssLink=Problem+Clinic%3a+Re-entrant+Corner+Problems &gt;
              
              &lt;img src=/Images/tmp66%2Etmp_tcm45-336288.jpg width=90 height=68 alt=CS071001015L1article.jpg(90) title=CS071001015L1article.jpg(90) /&gt;&lt;/a&gt;
            We recently were called to apply an epoxy surface to a newly constructed 6-inch-thick warehouse slab with a tight 12x12-foot sawcut control joint pattern. Can you explain what may have caused these random cracks to develop?</description><pubDate>Tue, 21 Dec 2010 01:56:00 EST
      </pubDate><category>Foundation</category><category>Sitework</category><category>Concrete Construction</category><category>Slab</category><category>Concrete</category><category>Repair</category><category>Cracking and Crazing</category><category>Concrete Setting</category></item><item><title>On the Questionable, and Perhaps Lost, Art of Curing Concrete</title><link>http://www.concreteconstructiononline.com/concrete-construction/on-the-questionable-and-perhaps-lost-art-of-curin.aspx?rssLink=On+the+Questionable%2c+and+Perhaps+Lost%2c+Art+of+Curing+Concrete</link><description>I have a project specification that requires fog spraying, followed by curing compound, followed by wet cure with burlap and soaker hoses. Why the complicated curing requirements? Isn't this a case of specification-overkill?</description><pubDate>Sun, 12 Dec 2010 08:46:59 EST
      </pubDate><category>Concrete Construction</category><category>Concrete</category><category>Slab</category><category>Bleeding</category><category>Concrete Curing</category><category>Cracking and Crazing</category></item><item><title>Cold-Weather Cracking</title><link>http://www.concreteconstructiononline.com/concrete-construction/cold-weather-cracking.aspx?rssLink=Cold-Weather+Cracking</link><description>We have had a number of slabs placed in our area lately that are experiencing severe surface cracking. Our finisher says it's the concrete's (and therefore the ready-mix producer's) fault. The ready-mix producer says it is a result of failure to follow appropriate cold-weather concreting techniques. What's really going on?</description><pubDate>Sun, 12 Dec 2010 08:36:07 EST
      </pubDate><category>Concrete</category><category>Concrete Strength</category><category>Slab</category><category>Cracking and Crazing</category><category>Mix Design</category><category>Curing Blankets</category></item><item><title>Flooring over concrete</title><link>http://www.concreteconstructiononline.com/concrete-construction/flooring-over-concrete.aspx?rssLink=Flooring+over+concrete</link><description>Although I've been lucky so far and have not had to deal with a failure of flooring materials applied over one of my slabs, it scares me to death thinking about it. What can I do to keep this problem from occurring?</description><pubDate>Mon, 13 Dec 2010 10:16:39 EST
      </pubDate><category>Concrete Construction</category><category>Slab</category><category>Cracking and Crazing</category><category>Flooring</category></item><item><title>Concrete expansion joints</title><link>http://www.concreteconstructiononline.com/concrete-construction/concrete-expansion-joints.aspx?rssLink=Concrete+expansion+joints</link><description>I was told that what we used to call expansion joints I should now call contraction joints. Does that mean that concrete doesn't expand?</description><pubDate>Mon, 13 Dec 2010 10:16:18 EST
      </pubDate><category>Concrete Construction</category><category>Joints</category><category>Concrete Expansion</category><category>Slab</category><category>Cracking and Crazing</category></item><item><title>Decorative Problem Clinic</title><link>http://www.concreteconstructiononline.com/healthcare-projects/decorative-problem-clinic2.aspx?rssLink=Decorative+Problem+Clinic</link><description>We are installing colored textured concrete in an enclosed mall being constructed  in a winter climate. The general contractor is using temporary unvented  construction heaters that put both the heat and the exhaust into the enclosure. When  we came back the following day I noticed that some of the color  was “dusting” off the surface of our work. Why is this happening  and what should we do?</description><pubDate>Sun, 12 Dec 2010 08:38:33 EST
      </pubDate><category>Healthcare Projects</category><category>Concrete</category></item><item><title>From Shrinkage to Shadowing</title><link>http://www.concreteconstructiononline.com/concrete-construction/problem-clinic5.aspx?rssLink=Problem+Clinic%3a+From+Shrinkage+to+Shadowing</link><description>
              &lt;a href=http://www.concreteconstructiononline.com/concrete-construction/problem-clinic5.aspx?rssLink=Problem+Clinic%3a+From+Shrinkage+to+Shadowing &gt;
              
              &lt;img src=/Images/tmp20%2Etmp_tcm45-335941.jpg width=90 height=56 alt=CS061201021L1.jpg(90) title=CS061201021L1.jpg(90) /&gt;&lt;/a&gt;
            We've been asked to bid on a polishing project on a recently placed slab. The engineer had been concerned about controlling concrete drying shrinkage. He developed a concrete mix design optimization plan that resolved many of the problems that occur on industrial slabs on ground. The slab has performed very well, but this surface has many dark spots on the hard-troweled surface. What are these spots?</description><pubDate>Tue, 21 Dec 2010 01:53:49 EST
      </pubDate><category>Healthcare Projects</category><category>Concrete</category><category>Mix Design</category><category>Slab</category><category>Water-Cement Ratio</category><category>Floats</category><category>Curling and Shrinkage</category><category>Cracking and Crazing</category><category>Concrete Construction</category><category>Hardeners and Densifiers</category><category>Fiber-Reinforced Concrete</category></item><item><title>Cracked Curb</title><link>http://www.concreteconstructiononline.com/concrete-construction/cracked-curb.aspx?rssLink=Cracked+Curb</link><description>We are experiencing intermittent shrinkage cracking while placing extruded concrete curb. Generally the cracking occurs along the face of the curb and the presence of tight radii does not seem to make much difference. What can we do to stop this?</description><pubDate>Fri, 10 Dec 2010 06:22:53 EST
      </pubDate><category>Cracking and Crazing</category></item></channel></rss>