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Table of Contents July 1997

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  • Why 0.35 w/c for 4000-psi concrete?

    When pricing concrete, our salespeople have a problem with projects for which there are conflicting specification requirements. Some engineers and architects in our area specify both compressive strength and maximum water-cement ratio, but the water-cement ratios are ridiculously low for the...

     
  • Controlling Material Costs

     
  • Making Your Best Customers Better

     
  • Bending Profits Your Way

     
  • Upgrading Compression-Testing Machines

     
  • Using Retarders in Hot Weather

     
  • Adapting Forklift Safety Procedures to Your Site

     
  • Permeable Concrete for Drainable Bases

     
  • The Best-Kept Secret to High-Performance Concrete?

     
  • Adding Value to Flowable Fill

     
  • Finding Special Aggregates

     
 
 
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