Incorrect Testing Practices Orchard Park NY

Conducting other tests improperly can also cause rejection of in-spec concrete at the jobsite in Orchard Park. 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.

Local Companies

U*C Coatings Corporation
(716) 833-9366
2250 Fillmore Ave.
Buffalo, NY
Design For Industry, Inc.
(716) 204-0299
425 Cayuga Rd., Ste. 400
Cheektowaga, NY
Unilock, Inc.
(716) 822-6074
510 Smith St.
Buffalo, NY
Buffalo Crushed Stone, Inc.
(716) 826-7310
2544 Clinton St.
Buffalo, NY
Robert Gilham Associates, Ltd.
(716) 649-9457
189 Highland Ave.
Hamburg, NY
Conway & Company Architects
(716) 631-1160
2320 Wehrle Dr.
Williamsville, NY
Rayford Enterprises, Inc.
(716) 854-3331
281 Exchange St.
Buffalo, NY
Eugene R. Piotrowski, Builder-Developer, Inc.
(716) 675-6216
77 Hillview Terr.
West Seneca, NY
Husky Injection Molding Systems, Inc.
(716) 630-7300
55 Amherst Villa Rd.
Buffalo, NY
ArcelorMittal - Lackawanna
(716) 821-2212
3175 Lakeshore Rd.
Blasdell, NY

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...

Click here to read full article from The Concrete Producer

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