Incorrect Testing Practices Middleburg FL

Conducting other tests improperly can also cause rejection of in-spec concrete at the jobsite in Middleburg. Have your drivers learn the correct methods for sampling concrete, measuring slump and air content, and making and curing strength-test specimens in the field. They're your first line of defense against needlessly rejected loads of concrete.

RCS Containers
904-291-7636
Post Office Box 1329
Orange Park, FL
Ed Alphonse Construction, Inc.
(904) 591-1727
PO Box 65700
Orange Park, FL
Croft Heating & Air Conditioning
904 908-6992
6119 Townsend Road
Jacksonville, FL
All Interior Supply (Acoustical Ceilings)
904-262-6160
9855-201 Mining Drive
Jacksonville, FL
J S I Foundations
(321)773-3330
601 Nightingale Drive
Indialantic, FL
RCS Containers
904-291-7636
Post Office Box 1329
Orange Park, FL
FLGACabinetsTileAndTops.com
904-638-9073
P.O. Box 442140
Jacksonville, FL
Silcox Contracting, Inc.
904-389-1516
4582 Lexington Avenue
Jacksonville, FL
Safe Guard Fence Inc.
904 477 8157 or 904 880 8777
9799 Mining Dr unit # 02
Jacksonville, FL
Mr. Build, Inc.
2211 58th Ave E
Bradenton, FL
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Incorrect Testing Practices

Source: THE CONCRETE PRODUCER/CONCRETE JOURNAL MAGAZINE
Publication date: November 1, 1998

By No Author

Abstract:

Erroneous results from improper testing can cause unnecessary rejection of good- quality concrete. Train your drivers to recognize some of the more common testing errors. This article is based on information presented in Down the Chute, the publication of Florida Independent Concrete and Associated Products Inc.The problem isn't confined to strength tests. Conducting other tests improperly can also cause rejection of in-spec concrete at the jobsite. Have your drivers learn the correct methods for sampling concrete, measuring slump and air content, and making and curing strength-test specimens in the field. They're your first line of defense against needlessly rejected loads of concrete.Some improper practices are:

  • Excessive prewetting, leaving surplus water in the container
  • Sampling from the form into which the concrete has been placed
  • Failure to remix the concrete sample in the sample container before starting the tests
  • Failure to use an aggregate correction factor
  • Use of the pressure meter to measure air content
  • Failure to firmly support the base plate
  • Base plate not large enough, allowing high-slump concrete to spill over the edge of the plate
  • Base not level
  • Dampening the slump cone and base leaving a puddle of water on the base
  • Measuring the difference between the top of the cone and the highest or lowest point on the slumped specimen
  • Fai...

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